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

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Structure Number: 1014841,  Location: Jct SH 590 & Co Rd 241 (Lat: 43.204647,  Lng: -77.548756),  Route carried "on" structure: State highway 590,  Year Built: 1957,  Year Reconstructed: 1984,  Status: Open,  Structure Length: 4.82m (15.81ft),  Average Daily Traffic: 6,938 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 7,236 (year 2040),  Design Load: HS 20,  Features Intersected: RTE 940C
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.321,  Lanes on structure: 1,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.1m (79.1ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Deck: Poor,  Superstructure: Satisfactory,  Substructure: Very good,  Operating Rating: 71.7 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: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.81m (15.78ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $1,250,000,  Roadway Improvement Cost: $732,000,  Total Project Cost: $1,981,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1014842,  Location: JCT S H 590 & CO ROAD 241 (Lat: 43.204661,  Lng: -77.548558),  Route carried "on" structure: State highway 590,  Year Built: 1957,  Year Reconstructed: 1984,  Status: Open,  Structure Length: 4.75m (15.58ft),  Average Daily Traffic: 6,938 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 7,236 (year 2040),  Design Load: HS 20,  Features Intersected: RTE 940C
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.321,  Lanes on structure: 2,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.0m (78.7ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 71.7 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: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.75m (15.58ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $1,236,000,  Roadway Improvement Cost: $724,000,  Total Project Cost: $1,960,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 101485,  Location: 0.3 M E of SeaBreeze Dr. (Lat: 43.234853,  Lng: -77.534419),  Route carried "on" structure: County highway 941L,  Year Built: 1998,  Status: Open,  Structure Length: 5.88m (19.29ft),  Average Daily Traffic: 2,249 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 2,782 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: IROND. BAY OUTLET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.211,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Navigation Control: Yes ( Vertical Clearance: 1.2m (3.9ft), Horizontal Clearance: 30.4m (99.7ft)),  Material/Design: Steel,  Design/Construction: Movable - Swing,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 40.5m (132.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Very good,  Superstructure: Satisfactory,  Substructure: Very good,  Channel: Very good,  Operating Rating: 84.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.88m (19.29ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 12 months,  Inspection Date: November 2021,  Critical Feature Inspection Date: November 2021,  Bridge Improvement Cost: $4,950,000,  Roadway Improvement Cost: $2,898,000,  Total Project Cost: $7,848,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Galvanized Reinforcing

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Structure Number: 102607,  Location: 1.1MI N JCT ROL+RTE286 (Lat: 43.172778,  Lng: -77.540544),  Route carried "on" structure: County highway ,  Year Built: 1960,  Status: Open,  Structure Length: 7.56m (24.80ft),  Average Daily Traffic: 5,859 (year 2017),  Truck Traffic: 2%,  Average Future Daily Traffic: 7,117 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: 590 590 43013004 North B,  Facility Carried by Structure: WINTON RD N
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.644,  Lanes on structure: 2,  Lanes under structure: 7,  Owner: State 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: 4,  Length of Maximum Span: 24.6m (80.7ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 66.7 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: 51.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.55m (24.77ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $3,350,000,  Roadway Improvement Cost: $1,962,000,  Total Project Cost: $5,311,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 1026089,  Location: JCT ROL+RTE404 (Lat: 43.176831,  Lng: -77.542739),  Route carried "on" structure: State highway 590,  Year Built: 1957,  Year Reconstructed: 1984,  Status: Open,  Structure Length: 5.00m (16.40ft),  Average Daily Traffic: 86,307 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 90,026 (year 2040),  Design Load: HS 20,  Features Intersected: RTE 404
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.167,  Lanes on structure: 7,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 33.2m (108.9ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 27.7m (90.9ft),  Curb-To-Curb Width: 36.0m (118.1ft),  Out-to-Out Width: 37.5m (123.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 78.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.99m (16.37ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $4,499,000,  Roadway Improvement Cost: $2,635,000,  Total Project Cost: $7,134,000 ( 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: 103647,  Location: JCT RT 104 EB & ROCH O L (Lat: 43.198444,  Lng: -77.547689),  Route carried "on" structure: State highway 104,  Year Built: 1968,  Status: Open,  Structure Length: 10.36m (33.99ft),  Average Daily Traffic: 64,421 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 67,197 (year 2040),  Design Load: HS 20,  Features Intersected: 590I NB TO 104 W, 590
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 37.940,  Lanes on structure: 2,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: 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: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 10.36m (33.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $2,508,000,  Roadway Improvement Cost: $1,469,000,  Total Project Cost: $3,977,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 1051289,  Location: JCT RTS 47NB TO 104WB (Lat: 43.198144,  Lng: -77.547567),  Route carried "on" structure: State highway 590,  Year Built: 1968,  Status: Open,  Structure Length: 2.53m (8.30ft),  Average Daily Traffic: 49,106 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 51,222 (year 2040),  Design Load: HS 20,  Features Intersected: RTE 104, RTE I590
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 6.597,  Lanes on structure: 7,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 33.5m (109.9ft),  Skew: 24 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 22.2m (72.8ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 28.0m (91.9ft),  Out-to-Out Width: 35.1m (115.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 59.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 2.52m (8.27ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $4,261,000,  Roadway Improvement Cost: $2,495,000,  Total Project Cost: $6,756,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 105129,  Location: 2.1MI N JCT RTS 47+286 (Lat: 43.188111,  Lng: -77.544047),  Route carried "on" structure: City street ,  Year Built: 1957,  Year Reconstructed: 2014,  Status: Open,  Structure Length: 6.28m (20.60ft),  Average Daily Traffic: 3,908 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 5,471 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: 590 590 43013015, RTE 59,  Facility Carried by Structure: BAY VIEW RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.368,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 17.9m (58.7ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 61.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.27m (20.57ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $1,763,000,  Roadway Improvement Cost: $1,032,000,  Total Project Cost: $2,795,000 ( 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: 105208,  Location: 1.3MI E JCT RTS 104 + 47 (Lat: 43.213767,  Lng: -77.522528),  Route carried "on" structure: City street ,  Year Built: 1970,  Status: Open,  Structure Length: 5.15m (16.90ft),  Average Daily Traffic: 174 (year 2016),  Truck Traffic: 3%,  Average Future Daily Traffic: 244 (year 2036),  Design Load: HS 20,  Features Intersected: 104 104 43035227 WB, RTE,  Facility Carried by Structure: DEWITT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.349,  Lanes on structure: 2,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 49.6m (162.7ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Fair,  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: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 5.15m (16.90ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $1,678,000,  Roadway Improvement Cost: $983,000,  Total Project Cost: $2,661,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 105209,  Location: 1.4MI E JCT RTS 104 + 47 (Lat: 43.213736,  Lng: -77.515544),  Route carried "on" structure: County highway ,  Year Built: 1970,  Status: Open,  Structure Length: 4.94m (16.21ft),  Average Daily Traffic: 14,067 (year 2018),  Truck Traffic: 2%,  Average Future Daily Traffic: 17,088 (year 2040),  Design Load: HS 20,  Features Intersected: 104 104 43035231 WB, RTE,  Facility Carried by Structure: BAY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.832,  Lanes on structure: 5,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 18.9m (62.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 48.1m (157.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 18.9m (62.0ft),  Out-to-Out Width: 22.7m (74.5ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 78.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 4.93m (16.17ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $3,304,000,  Roadway Improvement Cost: $1,935,000,  Total Project Cost: $5,238,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 1052101,  Location: 1.7MI E JCT RTS 104+47 WB (Lat: 43.214442,  Lng: -77.503550),  Route carried "on" structure: US 104,  Year Built: 1969,  Year Reconstructed: 2017,  Status: Open,  Structure Length: 3.11m (10.20ft),  Average Daily Traffic: 23,945 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 24,977 (year 2040),  Design Load: HS 20,  Features Intersected: MAPLE DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 42.671,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 30.4m (99.7ft),  Curb-To-Curb Width: 15.5m (50.9ft),  Out-to-Out Width: 16.5m (54.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 63.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 3.10m (10.17ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $1,637,000,  Roadway Improvement Cost: $959,000,  Total Project Cost: $2,596,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 1052102,  Location: 1.7MI E JCT RTS 104+47 EB (Lat: 43.214219,  Lng: -77.503664),  Route carried "on" structure: US 104,  Year Built: 1969,  Year Reconstructed: 2017,  Status: Open,  Structure Length: 3.11m (10.20ft),  Average Daily Traffic: 23,945 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 24,977 (year 2040),  Design Load: HS 20,  Features Intersected: MAPLE DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 42.671,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.3m (46.9ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 30.4m (99.7ft),  Curb-To-Curb Width: 15.5m (50.9ft),  Out-to-Out Width: 16.5m (54.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 63.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.1 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 3.10m (10.17ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $1,637,000,  Roadway Improvement Cost: $959,000,  Total Project Cost: $2,596,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 1052111,  Location: 2.1MI E JCT RTS 104+47 WB (Lat: 43.214581,  Lng: -77.490983),  Route carried "on" structure: State highway 104,  Year Built: 1969,  Status: Open,  Structure Length: 3.78m (12.40ft),  Average Daily Traffic: 23,945 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 24,977 (year 2040),  Design Load: HS 20,  Features Intersected: GRAVEL ROAD-CR 14, Ship
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 43.700,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 36.5m (119.8ft),  Curb-To-Curb Width: 15.5m (50.9ft),  Out-to-Out Width: 16.5m (54.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 53.8 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: 41.5 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: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 3.77m (12.37ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $1,752,000,  Roadway Improvement Cost: $1,026,000,  Total Project Cost: $2,778,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1052112,  Location: 2.1MI E JCT RTS 104+47 EB (Lat: 43.214353,  Lng: -77.491111),  Route carried "on" structure: State highway 104,  Year Built: 1969,  Status: Open,  Structure Length: 3.78m (12.40ft),  Average Daily Traffic: 23,945 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 24,977 (year 2040),  Design Load: HS 20,  Features Intersected: GRAVEL ROAD-CR 14, Ship
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 43.700,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 36.5m (119.8ft),  Curb-To-Curb Width: 15.5m (50.9ft),  Out-to-Out Width: 16.5m (54.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Excellent,  Operating Rating: 53.8 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: 41.5 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.77m (12.37ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $1,752,000,  Roadway Improvement Cost: $1,026,000,  Total Project Cost: $2,778,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 105214,  Location: JCT CO ROAD 241 & S H 104 (Lat: 43.204692,  Lng: -77.547619),  Route carried "on" structure: County highway 940C,  Year Built: 1970,  Status: Open,  Structure Length: 3.35m (10.99ft),  Average Daily Traffic: 3,342 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 4,679 (year 2040),  Design Load: HS 20,  Features Intersected: RTE 104
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 32.0m (105.0ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 72.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.35m (10.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $1,323,000,  Roadway Improvement Cost: $775,000,  Total Project Cost: $2,097,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 10522,  Location: 1.8MI E JCT104+GENESEE R (Lat: 43.195144,  Lng: -77.584572),  Route carried "on" structure: County highway ,  Year Built: 1969,  Status: Open,  Structure Length: 7.25m (23.79ft),  Average Daily Traffic: 16,180 (year 2018),  Truck Traffic: 2%,  Average Future Daily Traffic: 19,655 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: 104 104 43033000 WB, RTE,  Facility Carried by Structure: PORTLAND AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.483,  Lanes on structure: 4,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Skew: 21 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 25.2m (82.7ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 18.9m (62.0ft),  Out-to-Out Width: 22.7m (74.5ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Poor,  Operating Rating: 60.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 7.25m (23.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $3,805,000,  Roadway Improvement Cost: $2,228,000,  Total Project Cost: $6,033,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Other Coated Reinforcing

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Structure Number: 1052211,  Location: 2.2MI E JCT104+GENESEE R (Lat: 43.196444,  Lng: -77.576603),  Route carried "on" structure: US 104,  Year Built: 1967,  Status: Open,  Structure Length: 4.57m (14.99ft),  Average Daily Traffic: 28,426 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 29,650 (year 2040),  Design Load: HS 20,  Features Intersected: RAMP TO 104 EB, GOODMAN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 35.543,  Lanes on structure: 3,  Lanes under structure: 6,  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: 3,  Length of Maximum Span: 19.5m (64.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.9m (45.6ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 87.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 4.57m (14.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $1,546,000,  Roadway Improvement Cost: $906,000,  Total Project Cost: $2,452,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

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Structure Number: 1052212,  Location: 2.2MI E JCT104+GENESEE R (Lat: 43.196244,  Lng: -77.576586),  Route carried "on" structure: US 104,  Year Built: 1967,  Status: Open,  Structure Length: 4.60m (15.09ft),  Average Daily Traffic: 28,426 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 29,650 (year 2040),  Design Load: HS 20,  Features Intersected: RAMP TO 104 EB, GOODMAN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 35.543,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.5m (64.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.9m (45.6ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 84.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 50.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 4.60m (15.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $1,555,000,  Roadway Improvement Cost: $911,000,  Total Project Cost: $2,466,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

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Structure Number: 1052239,  Location: RTE 104-IRONDEQUOIT BAY (Lat: 43.211017,  Lng: -77.537522),  Route carried "on" structure: US 104,  Year Built: 1967,  Status: Open,  Structure Length: 70.74m (232.09ft),  Average Daily Traffic: 62,921 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 65,632 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: IRONDEQUOIT BAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 39.855,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 29.8m (97.8ft),  Skew: 20 degrees,  Navigation Control: Yes ( Vertical Clearance: 13.7m (44.9ft), Horizontal Clearance: 54.8m (179.8ft)),  Material/Design: Steel continuous,  Design/Construction: Truss - Deck,  Number Of Spans In Main Unit: 9,  Number Of Approach Spans: 2,  Length of Maximum Span: 108.8m (357.0ft),  Curb-To-Curb Width: 25.6m (84.0ft),  Out-to-Out Width: 27.1m (88.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 47.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.1 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: 70.74m (232.09ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 12 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: October 2020,  Critical Feature Inspection Date: October 2020,  Underwater Inspection Date: October 2017,  Bridge Improvement Cost: $112,664,000,  Roadway Improvement Cost: $65,976,000,  Total Project Cost: $178,640,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Other

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Structure Number: 1052241,  Location: JCT RTS SB 47 + 104 (Lat: 43.206900,  Lng: -77.548831),  Route carried "on" structure: State highway 590,  Year Built: 1970,  Status: Open,  Structure Length: 4.02m (13.19ft),  Average Daily Traffic: 6,938 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 8,427 (year 2040),  Design Load: HS 20,  Features Intersected: RTE 104
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.578,  Lanes on structure: 2,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 24 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 38.1m (125.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 11.2m (36.7ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 26.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 20.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 4.02m (13.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $1,904,000,  Roadway Improvement Cost: $1,115,000,  Total Project Cost: $3,018,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 1052242,  Location: JCT RTS NB 47 + 104 (Lat: 43.207083,  Lng: -77.548653),  Route carried "on" structure: State highway 590,  Year Built: 1970,  Status: Open,  Structure Length: 3.93m (12.89ft),  Average Daily Traffic: 6,938 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 8,427 (year 2040),  Design Load: HS 20,  Features Intersected: RTE 104
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.578,  Lanes on structure: 3,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 37.8m (124.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 71.7 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: High priority of corrective action,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 3.93m (12.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $2,104,000,  Roadway Improvement Cost: $1,232,000,  Total Project Cost: $3,335,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 1052251,  Location: 0.3MI E JCT47+104 WB LANE (Lat: 43.209333,  Lng: -77.544942),  Route carried "on" structure: US 104,  Year Built: 1970,  Status: Open,  Structure Length: 4.75m (15.58ft),  Average Daily Traffic: 31,461 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 32,816 (year 2040),  Design Load: HS 20,  Features Intersected: RAMP B
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 39.292,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 47.2m (154.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 48.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 37.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.75m (15.58ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $2,204,000,  Roadway Improvement Cost: $1,291,000,  Total Project Cost: $3,495,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Other Coated Reinforcing

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Structure Number: 1052252,  Location: 0.3MI E JCT47+104 EB LANE (Lat: 43.209297,  Lng: -77.544581),  Route carried "on" structure: US 104,  Year Built: 1970,  Status: Open,  Structure Length: 4.39m (14.40ft),  Average Daily Traffic: 31,461 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 32,816 (year 2040),  Design Load: HS 20,  Features Intersected: RAMP B
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 39.292,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 41.7m (136.8ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 56.4 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: 43.4 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: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.38m (14.37ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $2,160,000,  Roadway Improvement Cost: $1,265,000,  Total Project Cost: $3,425,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Other Coated Reinforcing

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Structure Number: 1063969,  Location: JCT CO ROAD 241 & S H 104 (Lat: 43.204667,  Lng: -77.549817),  Route carried "on" structure: County highway 940C,  Year Built: 1968,  Status: Open,  Structure Length: 3.32m (10.89ft),  Average Daily Traffic: 6,456 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 7,842 (year 2040),  Design Load: HS 20,  Features Intersected: RTE 104
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.859,  Lanes on structure: 2,  Lanes under structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 32.0m (105.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 17.7m (58.1ft),  Out-to-Out Width: 26.4m (86.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 81.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 3.32m (10.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $2,542,000,  Roadway Improvement Cost: $1,488,000,  Total Project Cost: $4,030,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1014841,  Location: Jct SH 590 & Co Rd 241 (Lat: 43.204647,  Lng: -77.548756),  Route carried "under" structure: County highway 940C,  Year Built: 1957,  Structure Length: 0. m,  Average Daily Traffic: 3,228 (year 2020),  Truck Traffic: 3%,  Features Intersected: RTE 940C,  Facility Carried by Structure: RTE 590
Minimum Vertical Clearance: 4.37m (14.34ft),  Kilometerpoint: 4.907,  Lanes on structure: 1,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.1m (79.1ft)

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Structure Number: 1014842,  Location: JCT S H 590 & CO ROAD 241 (Lat: 43.204661,  Lng: -77.548558),  Route carried "under" structure: County highway 940C,  Year Built: 1957,  Structure Length: 0. m,  Average Daily Traffic: 3,228 (year 2020),  Truck Traffic: 3%,  Features Intersected: RTE 940C,  Facility Carried by Structure: RTE 590
Minimum Vertical Clearance: 4.37m (14.34ft),  Kilometerpoint: 4.956,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.0m (78.7ft)

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Structure Number: 102607,  Location: 1.1MI N JCT ROL+RTE286 (Lat: 43.172778,  Lng: -77.540544),  Route carried "under" structure: State highway 590,  Year Built: 1960,  Structure Length: 0. m,  Average Daily Traffic: 110,062 (year 2015),  Features Intersected: 590 590 43013004 North B,  Facility Carried by Structure: WINTON RD N
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 0.644,  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: 1026089,  Location: JCT ROL+RTE404 (Lat: 43.176831,  Lng: -77.542739),  Route carried "under" structure: State highway 404,  Year Built: 1957,  Structure Length: 0. m,  Average Daily Traffic: 24,338 (year 2015),  Features Intersected: RTE 404,  Facility Carried by Structure: RTE 590
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 1.126,  Lanes on structure: 7,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.7m (90.9ft)

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Structure Number: 103647,  Location: JCT RT 104 EB & ROCH O L (Lat: 43.198444,  Lng: -77.547689),  Route carried "under" structure: State highway 590,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 16,850 (year 1970),  Features Intersected: 590I NB TO 104 W, 590,  Facility Carried by Structure: RTE 104
Minimum Vertical Clearance: 4.34m (14.24ft),  Kilometerpoint: 3.540,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.4m (89.9ft)

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Structure Number: 103647,  Location: JCT RT 104 EB & ROCH O L (Lat: 43.198444,  Lng: -77.547689),  Route carried "under" structure: State highway ,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 47,000 (year 1971),  Features Intersected: 590I NB TO 104 W, 590,  Facility Carried by Structure: RTE 104
Minimum Vertical Clearance: 4.39m (14.40ft),  Kilometerpoint: 3.540,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.4m (89.9ft)

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Structure Number: 1051289,  Location: JCT RTS 47NB TO 104WB (Lat: 43.198144,  Lng: -77.547567),  Route carried "under" structure: Ramp State highway 590,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 19,607 (year 2013),  Features Intersected: RTE 104, RTE I590
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 0.000,  Lanes on structure: 7,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.2m (72.8ft)

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Structure Number: 105129,  Location: 2.1MI N JCT RTS 47+286 (Lat: 43.188111,  Lng: -77.544047),  Route carried "under" structure: State highway 590,  Year Built: 1957,  Structure Length: 0. m,  Average Daily Traffic: 58,000 (year 1977),  Features Intersected: 590 590 43013015, RTE 59,  Facility Carried by Structure: BAY VIEW RD
Minimum Vertical Clearance: 4.60m (15.09ft),  Kilometerpoint: 48.511,  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: 105208,  Location: 1.3MI E JCT RTS 104 + 47 (Lat: 43.213767,  Lng: -77.522528),  Route carried "under" structure: State highway 104,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 64,479 (year 2002),  Features Intersected: 104 104 43035227 WB, RTE,  Facility Carried by Structure: DEWITT ROAD
Minimum Vertical Clearance: 5.26m (17.26ft),  Kilometerpoint: 4.763,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 49.6m (162.7ft)

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Structure Number: 105209,  Location: 1.4MI E JCT RTS 104 + 47 (Lat: 43.213736,  Lng: -77.515544),  Route carried "under" structure: US 104,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 27,600 (year 1972),  Features Intersected: 104 104 43035231 WB, RTE,  Facility Carried by Structure: BAY ROAD
Minimum Vertical Clearance: 4.39m (14.40ft),  Kilometerpoint: 3.862,  Lanes on structure: 5,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 48.1m (157.8ft)

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Structure Number: 1052101,  Location: 1.7MI E JCT RTS 104+47 WB (Lat: 43.214442,  Lng: -77.503550),  Route carried "under" structure: Other road ,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 483 (year 2018),  Features Intersected: MAPLE DRIVE,  Facility Carried by Structure: RTE 104
Minimum Vertical Clearance: 4.70m (15.42ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.4m (99.7ft)

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Structure Number: 1052102,  Location: 1.7MI E JCT RTS 104+47 EB (Lat: 43.214219,  Lng: -77.503664),  Route carried "under" structure: Other road ,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 483 (year 2018),  Features Intersected: MAPLE DRIVE,  Facility Carried by Structure: RTE 104
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 1.030,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.4m (99.7ft)

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Structure Number: 1052111,  Location: 2.1MI E JCT RTS 104+47 WB (Lat: 43.214581,  Lng: -77.490983),  Route carried "under" structure: County highway ,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 1,492 (year 2020),  Truck Traffic: 4%,  Features Intersected: GRAVEL ROAD-CR 14, Ship,  Facility Carried by Structure: RTE 104
Minimum Vertical Clearance: 4.37m (14.34ft),  Kilometerpoint: 1.641,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.5m (119.8ft)

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Structure Number: 1052112,  Location: 2.1MI E JCT RTS 104+47 EB (Lat: 43.214353,  Lng: -77.491111),  Route carried "under" structure: County highway ,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 1,492 (year 2020),  Truck Traffic: 4%,  Features Intersected: GRAVEL ROAD-CR 14, Ship,  Facility Carried by Structure: RTE 104
Minimum Vertical Clearance: 4.39m (14.40ft),  Kilometerpoint: 0.644,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.5m (119.8ft)

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Structure Number: 105214,  Location: JCT CO ROAD 241 & S H 104 (Lat: 43.204692,  Lng: -77.547619),  Route carried "under" structure: US 104,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 16,850 (year 1970),  Features Intersected: RTE 104,  Facility Carried by Structure: RTE 940C
Minimum Vertical Clearance: 4.50m (14.76ft),  Kilometerpoint: 0.933,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.0m (105.0ft)

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Structure Number: 10522,  Location: 1.8MI E JCT104+GENESEE R (Lat: 43.195144,  Lng: -77.584572),  Route carried "under" structure: US 104,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 78,267 (year 2015),  Features Intersected: 104 104 43033000 WB, RTE,  Facility Carried by Structure: PORTLAND AVENUE
Minimum Vertical Clearance: 4.75m (15.58ft),  Kilometerpoint: 0.016,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.2m (82.7ft)

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Structure Number: 1052211,  Location: 2.2MI E JCT104+GENESEE R (Lat: 43.196444,  Lng: -77.576603),  Route carried "under" structure: County highway ,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 3,000 (year 2015),  Truck Traffic: 3%,  Features Intersected: RAMP TO 104 EB, GOODMAN,  Facility Carried by Structure: RTE 104
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 0.901,  Lanes on structure: 3,  Lanes under structure: 1,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.5m (64.0ft)

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Structure Number: 1052212,  Location: 2.2MI E JCT104+GENESEE R (Lat: 43.196244,  Lng: -77.576586),  Route carried "under" structure: County highway ,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 3,300 (year 2015),  Truck Traffic: 3%,  Features Intersected: RAMP TO 104 EB, GOODMAN,  Facility Carried by Structure: RTE 104
Minimum Vertical Clearance: 4.32m (14.17ft),  Kilometerpoint: 0.805,  Lanes on structure: 3,  Lanes under structure: 1,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.5m (64.0ft)

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Structure Number: 1052241,  Location: JCT RTS SB 47 + 104 (Lat: 43.206900,  Lng: -77.548831),  Route carried "under" structure: US 104,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 64,479 (year 2002),  Features Intersected: RTE 104,  Facility Carried by Structure: RTE 590
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 2.381,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.1m (125.0ft)

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Structure Number: 1052242,  Location: JCT RTS NB 47 + 104 (Lat: 43.207083,  Lng: -77.548653),  Route carried "under" structure: US 104,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 64,479 (year 2002),  Features Intersected: RTE 104,  Facility Carried by Structure: RTE 590
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 2.381,  Lanes on structure: 3,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 37.8m (124.0ft)

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Structure Number: 1052251,  Location: 0.3MI E JCT47+104 WB LANE (Lat: 43.209333,  Lng: -77.544942),  Route carried "under" structure: Ramp Other road ,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 11,600 (year 1974),  Features Intersected: RAMP B,  Facility Carried by Structure: RTE 104
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 47.2m (154.9ft)

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Structure Number: 1052252,  Location: 0.3MI E JCT47+104 EB LANE (Lat: 43.209297,  Lng: -77.544581),  Route carried "under" structure: Ramp Other road ,  Year Built: 1970,  Structure Length: 0. m,  Features Intersected: RAMP B,  Facility Carried by Structure: RTE 104
Minimum Vertical Clearance: 4.50m (14.76ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 41.7m (136.8ft)

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Structure Number: 1063969,  Location: JCT CO ROAD 241 & S H 104 (Lat: 43.204667,  Lng: -77.549817),  Route carried "under" structure: State highway 104,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 64,479 (year 2002),  Features Intersected: RTE 104,  Facility Carried by Structure: RTE 940C
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 1.995,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.0m (105.0ft)

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Structure Number: 701486,  Location: IN WEBSTER - NEAR LK ONT (Lat: 43.247539,  Lng: -77.502017),  Route carried "under" structure: State highway 941L,  Year Built: 1916,  Structure Length: 0. m,  Average Daily Traffic: 1,542 (year 2018),  Truck Traffic: 2%,  Features Intersected: RTE 941L,  Facility Carried by Structure: EX-NY CENTRAL RR
Minimum Vertical Clearance: 4.24m (13.91ft),  Kilometerpoint: 3.089,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 17.9m (58.7ft)

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Structure Number: 770691,  Location: 8.9 MI NW OF WEBSTER (Lat: 43.249717,  Lng: -77.597567),  Route carried "under" structure: City street ,  Year Built: 1900,  Structure Length: 0. m,  Average Daily Traffic: 8,401 (year 2019),  Truck Traffic: 2%,  Features Intersected: ST PAUL BVD-CR122,  Facility Carried by Structure: EX N Y CENTRAL RR
Minimum Vertical Clearance: 4.59m (15.06ft),  Kilometerpoint: 6.323,  Lanes under structure: 2,  Material/Design: Steel,  Length of Maximum Span: 16.1m (52.8ft)