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: 43.078744,  Lng: -77.485394),  Route carried "on" structure: State highway 31,  Year Built: 1954,  Year Reconstructed: 1970,  Status: Open,  Structure Length: 7.40m (24.28ft),  Average Daily Traffic: 30,190 (year 2005),  Truck Traffic: 6%,  Average Future Daily Traffic: 40,132 (year 2025),  Design Load: HS 20+Mod,  Features Intersected: RTE I490
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.019,  Lanes on structure: 4,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.5m (37.7ft),  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 or Sidewalk Widths: Left: 0.7m (2.3ft),  Right: 0.7m (2.3ft),  Curb-To-Curb Width: 18.2m (59.7ft),  Out-to-Out Width: 20.4m (66.9ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Good,  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: Equal to present minimum criteria,  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: August 2006,  Bridge Improvement Cost: $3,256,000,  Roadway Improvement Cost: $1,889,000,  Total Project Cost: $5,145,000 ( Estimate for 2007),  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: 43.078544,  Lng: -77.482931),  Route carried "on" structure: State highway 31,  Year Built: 1954,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 23,029 (year 2006),  Truck Traffic: 6%,  Average Future Daily Traffic: 30,612 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: IRONDEQUOIT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.436,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.0m (68.9ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 7.0m (23.0ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 59.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.52m (4.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2007,  Bridge Improvement Cost: $710,000,  Roadway Improvement Cost: $422,000,  Total Project Cost: $1,132,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 102212,  Location: 1.5MI W JCT RTS31F+250 (Lat: 43.102300,  Lng: -77.470839),  Route carried "on" structure: Alternate State highway 31F,  Year Built: 1931,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 27,041 (year 2004),  Truck Traffic: 5%,  Average Future Daily Traffic: 35,510 (year 2024),  Features Intersected: IRONDEQUOIT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.579,  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: 12.1m (39.7ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 14.7m (48.2ft),  Out-to-Out Width: 19.1m (62.7ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Poor,  Operating Rating: 59.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.34m (4.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2007,  Bridge Improvement Cost: $676,000,  Roadway Improvement Cost: $404,000,  Total Project Cost: $1,080,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 102217,  Location: 1.7MI E JCT RTE31F+250 (Lat: 43.093994,  Lng: -77.399872),  Route carried "on" structure: State highway 31F,  Year Built: 1928,  Status: Open,  Structure Length: 1.09m (3.58ft),  Average Daily Traffic: 9,103 (year 2004),  Truck Traffic: 5%,  Average Future Daily Traffic: 11,954 (year 2024),  Features Intersected: THOMAS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.775,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.5m (37.7ft),  Material/Design: Concrete,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.7m (22.0ft),  Curb-To-Curb Width: 7.2m (23.6ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 51.8 metric tons,  Inventory Rating: 22.0 metric tons,  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.09m (3.58ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: September 2007,  Critical Feature Inspection Date: September 2007,  Bridge Improvement Cost: $360,000,  Roadway Improvement Cost: $214,000,  Total Project Cost: $574,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 103518,  Location: 1.6 MI S JCT I490 & SH 31 (Lat: 43.058592,  Lng: -77.471306),  Route carried "on" structure: Ramp Interstate ,  Year Built: 1955,  Year Reconstructed: 1970,  Status: Open,  Structure Length: 5.48m (17.98ft),  Average Daily Traffic: 5,365 (year 1999),  Truck Traffic: 10%,  Average Future Daily Traffic: 8,076 (year 2019),  Design Load: HS 20+Mod,  Features Intersected: RTE I490,  Facility Carried by Structure: RAMP A
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 494.591,  Lanes on structure: 2,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 16.1m (52.8ft),  Curb or Sidewalk Widths: Left: 0.7m (2.3ft),  Right: 0.7m (2.3ft),  Curb-To-Curb Width: 10.9m (35.8ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Serious,  Operating Rating: 84.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of corrective action,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of replacement,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 5.48m (17.98ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2007,  Bridge Improvement Cost: $2,525,000,  Roadway Improvement Cost: $1,685,000,  Total Project Cost: $4,210,000 ( Estimate for 2007),  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: 104347,  Location: 0.6 MI S JT RT 253 & 441 (Lat: 43.121125,  Lng: -77.476297),  Route carried "on" structure: County highway ,  Year Built: 1991,  Status: Open,  Structure Length: 4.72m (15.49ft),  Average Daily Traffic: 15,865 (year 2005),  Truck Traffic: 4%,  Average Future Daily Traffic: 23,045 (year 2025),  Design Load: HS 20,  Features Intersected: IRONDEQUOIT CR,  Facility Carried by Structure: LINDEN AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  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: Good,  Substructure: Good,  Channel: 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: July 2006,  Bridge Improvement Cost: $544,000,  Roadway Improvement Cost: $323,000,  Total Project Cost: $867,000 ( Estimate for 2007),  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: 43.076708,  Lng: -77.483686),  Route carried "on" structure: Interstate 490,  Year Built: 1955,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 55,342 (year 2005),  Truck Traffic: 10%,  Average Future Daily Traffic: 83,312 (year 2025),  Design Load: HS 20+Mod,  Features Intersected: IRONDEQUOIT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.884,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 30.4m (99.7ft),  Skew: 22 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 7.0m (23.0ft)

Condition: Channel: Very good,  Culverts: Satisfactory,  Operating Rating: 77.5 metric tons,  Inventory Rating: 32.6 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.52m (4.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2007,  Bridge Improvement Cost: $1,020,000,  Roadway Improvement Cost: $607,000,  Total Project Cost: $1,627,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1048989,  Location: 1.5MI NW JCT I490 + 96 (Lat: 43.062172,  Lng: -77.471425),  Route carried "on" structure: Interstate 490,  Year Built: 1954,  Year Reconstructed: 1970,  Status: Open,  Structure Length: 4.75m (15.58ft),  Average Daily Traffic: 55,342 (year 2005),  Truck Traffic: 10%,  Average Future Daily Traffic: 83,312 (year 2025),  Design Load: HS 20+Mod,  Features Intersected: KREAG ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.866,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.3m (79.7ft),  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 or Sidewalk Widths: Left: 0.7m (2.3ft),  Right: 0.7m (2.3ft),  Curb-To-Curb Width: 21.3m (69.9ft),  Out-to-Out Width: 26.5m (86.9ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  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: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 4.75m (15.58ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2007,  Bridge Improvement Cost: $2,714,000,  Roadway Improvement Cost: $1,575,000,  Total Project Cost: $4,289,000 ( Estimate for 2007),  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: 43.052467,  Lng: -77.468900),  Route carried "on" structure: Interstate 490,  Year Built: 1969,  Status: Open,  Structure Length: 3.26m (10.70ft),  Average Daily Traffic: 16,385 (year 2002),  Truck Traffic: 10%,  Average Future Daily Traffic: 24,666 (year 2022),  Design Load: HS 20,  Features Intersected: GARNSEY RD - CR23
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.824,  Lanes on structure: 3,  Lanes under structure: 2,  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 or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 15.5m (50.9ft),  Out-to-Out Width: 16.6m (54.5ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 3.26m (10.70ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2007,  Bridge Improvement Cost: $1,319,000,  Roadway Improvement Cost: $784,000,  Total Project Cost: $2,103,000 ( Estimate for 2007),  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: 43.052461,  Lng: -77.469094),  Route carried "on" structure: Interstate 490,  Year Built: 1969,  Status: Open,  Structure Length: 3.26m (10.70ft),  Average Daily Traffic: 16,385 (year 2002),  Truck Traffic: 10%,  Average Future Daily Traffic: 24,666 (year 2022),  Design Load: HS 20,  Features Intersected: GARNSEY RD - CR23
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.824,  Lanes on structure: 3,  Lanes under structure: 2,  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 or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 15.5m (50.9ft),  Out-to-Out Width: 16.6m (54.5ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 3.26m (10.70ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2007,  Bridge Improvement Cost: $1,319,000,  Roadway Improvement Cost: $784,000,  Total Project Cost: $2,103,000 ( Estimate for 2007),  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: 43.041400,  Lng: -77.462142),  Route carried "on" structure: Interstate 490,  Year Built: 1969,  Year Reconstructed: 2000,  Status: Open,  Structure Length: 7.07m (23.20ft),  Average Daily Traffic: 14,986 (year 2002),  Truck Traffic: 10%,  Average Future Daily Traffic: 22,560 (year 2022),  Design Load: HS 20+Mod,  Features Intersected: RTE 96
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.767,  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: Excellent,  Superstructure: Very good,  Substructure: Excellent,  Operating Rating: 47.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.3 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,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 7.07m (23.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2007,  Bridge Improvement Cost: $1,319,000,  Roadway Improvement Cost: $784,000,  Total Project Cost: $2,103,000 ( Estimate for 2007),  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: 43.041608,  Lng: -77.462572),  Route carried "on" structure: Interstate 490,  Year Built: 1969,  Status: Open,  Structure Length: 6.43m (21.10ft),  Average Daily Traffic: 14,986 (year 2002),  Truck Traffic: 10%,  Average Future Daily Traffic: 22,560 (year 2022),  Design Load: HS 20+Mod,  Features Intersected: RTE 96
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.934,  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 or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 15.5m (50.9ft),  Out-to-Out Width: 16.6m (54.5ft)

Condition: Deck: Excellent,  Superstructure: Very good,  Substructure: Excellent,  Operating Rating: 55.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.0 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,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 6.43m (21.10ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2007,  Bridge Improvement Cost: $1,319,000,  Roadway Improvement Cost: $784,000,  Total Project Cost: $2,103,000 ( Estimate for 2007),  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: 43.091489,  Lng: -77.402319),  Route carried "on" structure: County highway ,  Year Built: 2001,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 551 (year 1995),  Truck Traffic: 5%,  Average Future Daily Traffic: 724 (year 2015),  Features Intersected: THOMAS CREEK,  Facility Carried by Structure: LYNDON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  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: 8.5m (27.9ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 51.9 metric tons,  Inventory Rating: 24.4 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.98m (3.22ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2007,  Bridge Improvement Cost: $180,000,  Roadway Improvement Cost: $107,000,  Total Project Cost: $287,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 331783,  Location: 1 MI NW OF FAIRPORT (Lat: 43.105425,  Lng: -77.457361),  Route carried "on" structure: City street ,  Year Built: 2000,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 3,806 (year 2001),  Truck Traffic: 2%,  Average Future Daily Traffic: 5,268 (year 2021),  Design Load: HS 25,  Features Intersected: THOMAS CREEK,  Facility Carried by Structure: O'CONNOR ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  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: 1.7m (5.6ft),  Right: 0.0m,  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 12.1m (39.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 87.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 59.4 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: 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: July 2006,  Bridge Improvement Cost: $245,000,  Roadway Improvement Cost: $146,000,  Total Project Cost: $391,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 331784,  Location: 1.5 MI NW OF FAIRPORT (Lat: 43.108164,  Lng: -77.463850),  Route carried "on" structure: County highway ,  Year Built: 1968,  Status: Open,  Structure Length: 1.58m (5.18ft),  Average Daily Traffic: 9,347 (year 2006),  Truck Traffic: 4%,  Average Future Daily Traffic: 13,577 (year 2026),  Design Load: HS 20,  Features Intersected: THOMAS CREEK,  Facility Carried by Structure: BAIRD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.1m (39.7ft),  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 or Sidewalk Widths: Left: 1.3m (4.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 12.7m (41.7ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Fair,  Operating Rating: 83.4 metric tons,  Inventory Rating: 32.6 metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.58m (5.18ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2007,  Bridge Improvement Cost: $245,000,  Roadway Improvement Cost: $146,000,  Total Project Cost: $391,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 331785,  Location: 1.5 MI W INT I490 & SH 96 (Lat: 43.039603,  Lng: -77.480386),  Route carried "on" structure: County highway ,  Year Built: 1949,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 1.25m (4.10ft),  Average Daily Traffic: 945 (year 2007),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,308 ,  Design Load: HS 20,  Features Intersected: IRONDEQUOIT CREEK,  Facility Carried by Structure: WOOLSTON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  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: 10.5m (34.4ft),  Out-to-Out Width: 11.5m (37.7ft)

Condition: Deck: Very 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.25m (4.10ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2006,  Bridge Improvement Cost: $245,000,  Roadway Improvement Cost: $146,000,  Total Project Cost: $391,000 ( Estimate for 2007),  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: 43.047878,  Lng: -77.484114),  Route carried "on" structure: County highway ,  Year Built: 1957,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 3,744 (year 2006),  Truck Traffic: 2%,  Average Future Daily Traffic: 5,182 (year 2026),  Features Intersected: IRONDEQUOIT CREEK,  Facility Carried by Structure: POWDER MILL PK RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.7m (31.8ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.2m (26.9ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 9.7m (31.8ft),  Out-to-Out Width: 10.3m (33.8ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Poor,  Operating Rating: 44.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 0.85m (2.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2006,  Bridge Improvement Cost: $190,000,  Roadway Improvement Cost: $113,000,  Total Project Cost: $303,000 ( Estimate for 2007),  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 336163,  Location: 0.8 MI WEST OF FAIRPORT (Lat: 43.106511,  Lng: -77.462097),  Route carried "on" structure: Other road ,  Year Built: 1970,  Status: Posted for load,  Structure Length: 0.97m (3.18ft),  Average Daily Traffic: 1,991 (year 1998),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,756 (year 2018),  Features Intersected: THOMAS CREEK,  Facility Carried by Structure: FOREMAN CENTER DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Private,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.8m (15.7ft)

Condition: Channel: Fair,  Culverts: Fair,  Operating Rating: 14.0 metric tons,  Inventory Rating: 14.0 metric tons,  Structural Evaluation: Meets minimum limits,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below),  Length Of Structure Improvement: 0.97m (3.18ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: April 2007,  Bridge Improvement Cost: $205,000,  Roadway Improvement Cost: $122,000,  Total Project Cost: $327,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 444301,  Location: 2.4 MI E JCT CANL & SH250 (Lat: 43.087528,  Lng: -77.401300),  Route carried "on" structure: County highway ,  Year Built: 2002,  Status: Open,  Structure Length: 19.20m (62.99ft),  Average Daily Traffic: 3,100 (year 1980),  Truck Traffic: 5%,  Average Future Daily Traffic: 4,071 (year 2000),  Design Load: HS 25,  Features Intersected: CSX TRANS/AMTRAK, ERIE C,  Facility Carried by Structure: LYNDON ROAD
Minimum Vertical Clearance: 0.00m,  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.2m (33.5ft),  Navigation Control: Yes ( Vertical Clearance: 87.5m (287.1ft), Horizontal Clearance: 22.8m (74.8ft)),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 5,  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: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Very good,  Operating Rating: 95.8 metric tons,  Inventory Rating: 40.8 metric tons,  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Meets minimum limits,  Underclear: Superior to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 19.20m (62.99ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: September 2006,  Critical Feature Inspection Date: September 2006,  Bridge Improvement Cost: $546,000,  Roadway Improvement Cost: $325,000,  Total Project Cost: $871,000 ( Estimate for 2007),  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: 43.079011,  Lng: -77.460664),  Route carried "on" structure: County highway ,  Year Built: 1989,  Status: Open,  Structure Length: 3.13m (10.27ft),  Average Daily Traffic: 15,738 (year 2001),  Truck Traffic: 4%,  Average Future Daily Traffic: 22,861 (year 2021),  Design Load: HS 20,  Features Intersected: ERIE CANAL,  Facility Carried by Structure: AYRAULT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.3m (33.8ft),  Skew: 2 degrees,  Navigation Control: Yes ( Vertical Clearance: 4.8m (15.7ft), Horizontal Clearance: 22.8m (74.8ft)),  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: 12.9m (42.3ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  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: 3.13m (10.27ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2007,  Bridge Improvement Cost: $874,000,  Roadway Improvement Cost: $507,000,  Total Project Cost: $1,381,000 ( Estimate for 2007),  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: 43.062692,  Lng: -77.477608),  Route carried "on" structure: County highway ,  Year Built: 1912,  Status: Posted for load-capacity,  Structure Length: 6.30m (20.67ft),  Average Daily Traffic: 4,528 (year 2001),  Truck Traffic: 2%,  Average Future Daily Traffic: 6,267 (year 2021),  Design Load: H 15,  Features Intersected: ERIE CANAL,  Facility Carried by Structure: MARSH ROAD
Minimum Vertical Clearance: 4.21m (13.81ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 6.0m (19.7ft),  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,  Number Of Approach Spans: 2,  Length of Maximum Span: 45.1m (148.0ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.9m (3.0ft),  Curb-To-Curb Width: 4.5m (14.8ft),  Out-to-Out Width: 5.0m (16.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 34.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.5 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: Equal to present minimum criteria,  Approach Roadway Alignment: High priority of replacement,  Length Of Structure Improvement: 6.30m (20.67ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: September 2006,  Critical Feature Inspection Date: September 2006,  Bridge Improvement Cost: $874,000,  Roadway Improvement Cost: $507,000,  Total Project Cost: $1,381,000 ( Estimate for 2007),  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: 444326,  Location: JCT SH31 & BGE CNL/FAIRPT (Lat: 43.074531,  Lng: -77.463928),  Route carried "on" structure: State highway 31,  Year Built: 2002,  Status: Open,  Structure Length: 7.28m (23.88ft),  Average Daily Traffic: 23,029 (year 2006),  Truck Traffic: 6%,  Average Future Daily Traffic: 30,612 (year 2026),  Design Load: HS 25,  Features Intersected: ERIE CANAL
Minimum Vertical Clearance: 5.12m (16.80ft),  Kilometerpoint: 11.855,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.4m (57.1ft),  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: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Very good,  Operating Rating: 73.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Superior 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: 7.28m (23.88ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: September 2006,  Critical Feature Inspection Date: September 2006,  Bridge Improvement Cost: $2,296,000,  Roadway Improvement Cost: $1,332,000,  Total Project Cost: $3,628,000 ( Estimate for 2007),  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: 4443429,  Location: JCT C+I490 PERINTON (Lat: 43.064247,  Lng: -77.472061),  Route carried "on" structure: Interstate 490,  Year Built: 1955,  Year Reconstructed: 1970,  Status: Open,  Structure Length: 11.85m (38.88ft),  Average Daily Traffic: 55,342 (year 2005),  Truck Traffic: 10%,  Average Future Daily Traffic: 83,312 (year 2025),  Design Load: HS 20+Mod,  Features Intersected: ERIE CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.831,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 26.2m (86.0ft),  Skew: 23 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: 5,  Length of Maximum Span: 35.9m (117.8ft),  Curb or Sidewalk Widths: Left: 0.7m (2.3ft),  Right: 0.7m (2.3ft),  Curb-To-Curb Width: 21.3m (69.9ft),  Out-to-Out Width: 26.5m (86.9ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Good,  Operating Rating: 76.2 metric tons,  Inventory Rating: 32.6 metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 11.85m (38.88ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2006,  Bridge Improvement Cost: $6,769,000,  Roadway Improvement Cost: $3,927,000,  Total Project Cost: $10,696,000 ( Estimate for 2007),  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: 43.078744,  Lng: -77.485394),  Route carried "under" structure: Interstate 490,  Year Built: 1954,  Structure Length: 7.40m (24.28ft),  Average Daily Traffic: 55,342 (year 2005),  Truck Traffic: 10%,  Features Intersected: RTE I490,  Facility Carried by Structure: RTE 31
Minimum Vertical Clearance: 4.29m (14.07ft),  Kilometerpoint: 0.093,  Lanes on structure: 4,  Lanes under structure: 6,  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: 43.058592,  Lng: -77.471306),  Route carried "under" structure: Interstate 490,  Year Built: 1955,  Structure Length: 5.48m (17.98ft),  Average Daily Traffic: 27,900 (year 1972),  Truck Traffic: 10%,  Features Intersected: RTE I490,  Facility Carried by Structure: RAMP A
Minimum Vertical Clearance: 0.45m (1.48ft),  Kilometerpoint: 11.891,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 16.1m (52.8ft)

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Structure Number: 1048989,  Location: 1.5MI NW JCT I490 + 96 (Lat: 43.062172,  Lng: -77.471425),  Route carried "under" structure: County highway ,  Year Built: 1954,  Structure Length: 4.75m (15.58ft),  Average Daily Traffic: 7,406 (year 2006),  Truck Traffic: 4%,  Features Intersected: KREAG ROAD,  Facility Carried by Structure: RTE I490
Minimum Vertical Clearance: 0.48m (1.57ft),  Kilometerpoint: 0.000,  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: 43.052467,  Lng: -77.468900),  Route carried "under" structure: County highway ,  Year Built: 1969,  Structure Length: 3.26m (10.70ft),  Average Daily Traffic: 5,000 (year 1970),  Truck Traffic: 4%,  Features Intersected: GARNSEY RD - CR23,  Facility Carried by Structure: RTE I490
Minimum Vertical Clearance: 0.51m (1.67ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 2,  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: 43.052461,  Lng: -77.469094),  Route carried "under" structure: County highway ,  Year Built: 1969,  Structure Length: 3.26m (10.70ft),  Average Daily Traffic: 5,000 (year 1970),  Truck Traffic: 4%,  Features Intersected: GARNSEY RD - CR23,  Facility Carried by Structure: RTE I490
Minimum Vertical Clearance: 0.51m (1.67ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 2,  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: 43.041400,  Lng: -77.462142),  Route carried "under" structure: State highway 96,  Year Built: 1969,  Structure Length: 7.07m (23.20ft),  Average Daily Traffic: 21,220 (year 2005),  Truck Traffic: 5%,  Features Intersected: RTE 96,  Facility Carried by Structure: RTE I490
Minimum Vertical Clearance: 4.64m (15.22ft),  Kilometerpoint: 1.561,  Lanes on structure: 3,  Lanes under structure: 4,  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: 43.041608,  Lng: -77.462572),  Route carried "under" structure: State highway 96,  Year Built: 1969,  Structure Length: 6.43m (21.10ft),  Average Daily Traffic: 12,985 (year 2007),  Truck Traffic: 5%,  Features Intersected: RTE 96,  Facility Carried by Structure: RTE I490
Minimum Vertical Clearance: 4.64m (15.22ft),  Kilometerpoint: 1.609,  Lanes on structure: 3,  Lanes under structure: 4,  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: 43.102061,  Lng: -77.464789),  Route carried "under" structure: Alternate State highway 31F,  Year Built: 1936,  Structure Length: 3.50m (11.48ft),  Average Daily Traffic: 19,889 (year 1999),  Truck Traffic: 5%,  Features Intersected: RTE 31F,  Facility Carried by Structure: CSX TRANSPRTATION
Minimum Vertical Clearance: 4.26m (13.98ft),  Kilometerpoint: 4.682,  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: 43.099042,  Lng: -77.483261),  Route carried "under" structure: County highway ,  Year Built: 1905,  Structure Length: 1.09m (3.58ft),  Average Daily Traffic: 550 (year 2007),  Truck Traffic: 5%,  Features Intersected: MARSH ROAD CR 38,  Facility Carried by Structure: CSX TRANSPRTATION
Minimum Vertical Clearance: 4.03m (13.22ft),  Kilometerpoint: 0.000,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 10.6m (34.8ft)