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

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Structure Number: 102308,  Location: JCT RTE33A+BLACK CREEK (Lat: 43.084344,  Lng: -77.815289),  Route carried "on" structure: Alternate State highway 33A,  Year Built: 2020,  Status: Open,  Structure Length: 4.51m (14.80ft),  Average Daily Traffic: 2,241 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 2,722 (year 2040),  Design Load: HL 93,  Features Intersected: BLACK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.491,  Lanes on structure: 2,  Base Highway Network: Yes,  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: 44.8m (147.0ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.4m (37.4ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Very good,  Inventory Rating: 78.9 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.51m (14.80ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $1,248,000,  Roadway Improvement Cost: $731,000,  Total Project Cost: $1,978,000 ( 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: 104333,  Location: JCT RTE 251+BLACK CREEK (Lat: 43.088164,  Lng: -77.759172),  Route carried "on" structure: State highway 386,  Year Built: 1931,  Year Reconstructed: 1990,  Status: Posted for load,  Structure Length: 3.14m (10.30ft),  Average Daily Traffic: 2,351 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 2,855 (year 2040),  Design Load: HS 20,  Features Intersected: BLACK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.930,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 30.4m (99.7ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Fair,  Superstructure: Serious,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 5.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 2.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of corrective action,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 3.13m (10.27ft),  Designated Inspection Frequency: Every 12 months,  Critical Feature Inspection Frequency: Every 12 months,  Inspection Date: October 2021,  Critical Feature Inspection Date: October 2021,  Bridge Improvement Cost: $2,814,000,  Roadway Improvement Cost: $1,648,000,  Total Project Cost: $4,462,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 104334,  Location: 6.5 MI W OF EXIT 46-90I (Lat: 43.044367,  Lng: -77.779361),  Route carried "on" structure: State highway 386,  Year Built: 1993,  Status: Open,  Structure Length: 6.64m (21.78ft),  Average Daily Traffic: 2,757 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,774 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: 90IX EB, RTE I90
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.347,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Toll Authority,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 33.5m (109.9ft),  Curb-To-Curb Width: 9.0m (29.5ft),  Out-to-Out Width: 9.9m (32.5ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 76.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 6.64m (21.78ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $1,536,000,  Roadway Improvement Cost: $900,000,  Total Project Cost: $2,436,000 ( 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: 104341,  Location: JCT RTE252 +GENESEERIVER (Lat: 43.092453,  Lng: -77.679858),  Route carried "on" structure: State highway 252,  Year Built: 2003,  Status: Open,  Structure Length: 11.31m (37.11ft),  Average Daily Traffic: 21,859 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 21,961 (year 2040),  Design Load: HL 93,  Features Intersected: GENESEE RIVER
Minimum Vertical Clearance: 32.69m (107.25ft),  Kilometerpoint: 7.401,  Lanes on structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 43.0m (141.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 50.0m (164.0ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 31.8m (104.3ft),  Out-to-Out Width: 37.5m (123.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: 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 desirable criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 11.30m (37.07ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: October 2020,  Underwater Inspection Date: August 2017,  Bridge Improvement Cost: $9,453,000,  Roadway Improvement Cost: $5,536,000,  Total Project Cost: $14,989,000 ( 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: 104343,  Location: .3 MI NE JCT SH252A/SH383 (Lat: 43.106461,  Lng: -77.679536),  Route carried "on" structure: Other road 252A,  Year Built: 1935,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 6,138 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 7,456 (year 2040),  Features Intersected: LITTLE BLACK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.565,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.5m (27.9ft),  Curb-To-Curb Width: 9.6m (31.5ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 67.1 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: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.21m (3.97ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $417,000,  Roadway Improvement Cost: $244,000,  Total Project Cost: $661,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 104721,  Location: .1 MI N JCT SH383 & SH252 (Lat: 43.094494,  Lng: -77.679981),  Route carried "on" structure: State highway 383,  Year Built: 2004,  Status: Open,  Structure Length: 4.24m (13.91ft),  Average Daily Traffic: 12,614 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 12,673 (year 2040),  Design Load: HL 93,  Features Intersected: BLACK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.595,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 22.9m (75.1ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 41.1m (134.8ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 0.0m,  Curb-To-Curb Width: 22.8m (74.8ft),  Out-to-Out Width: 25.2m (82.7ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Very good,  Channel: Very good,  Operating Rating: 88.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 52.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.23m (13.88ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $3,088,000,  Roadway Improvement Cost: $1,808,000,  Total Project Cost: $4,896,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 1048591,  Location: 0.6MI E JCT RTSI490WB+259 (Lat: 43.101544,  Lng: -77.789333),  Route carried "on" structure: Interstate 490,  Year Built: 1963,  Status: Open,  Structure Length: 5.85m (19.19ft),  Average Daily Traffic: 13,715 (year 2014),  Truck Traffic: 10%,  Average Future Daily Traffic: 19,200 (year 2034),  Design Load: HS 20+Mod,  Features Intersected: CSX TRANS/W SHORE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.219,  Lanes on 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: 3,  Length of Maximum Span: 18.5m (60.7ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.8m (45.3ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Poor,  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: Meets minimum limits,  Deck Geometry: Equal to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 5.85m (19.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $1,976,000,  Roadway Improvement Cost: $1,157,000,  Total Project Cost: $3,133,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 1048592,  Location: 0.7MI E JCT RTSI490EB+259 (Lat: 43.101519,  Lng: -77.788217),  Route carried "on" structure: Interstate 490,  Year Built: 1963,  Status: Open,  Structure Length: 5.85m (19.19ft),  Average Daily Traffic: 10,175 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 14,149 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: CSX TRANS/W SHORE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.219,  Lanes on 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: 3,  Length of Maximum Span: 18.5m (60.7ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.8m (45.3ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 80.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 5.85m (19.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $1,952,000,  Roadway Improvement Cost: $1,143,000,  Total Project Cost: $3,095,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 10486,  Location: 1.0MI E JCT RTSI490WB+259 (Lat: 43.107506,  Lng: -77.781617),  Route carried "on" structure: County highway ,  Year Built: 1963,  Year Reconstructed: 2014,  Status: Open,  Structure Length: 5.73m (18.80ft),  Average Daily Traffic: 4,290 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 5,211 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: RTE I490,  Facility Carried by Structure: PAUL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.158,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.6m (74.1ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Very good,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 82.6 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: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.73m (18.80ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $1,427,000,  Roadway Improvement Cost: $835,000,  Total Project Cost: $2,262,000 ( 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: 1048611,  Location: JCT RTS I490 WB + 251 (Lat: 43.121169,  Lng: -77.745639),  Route carried "on" structure: Interstate 490,  Year Built: 1963,  Year Reconstructed: 2013,  Status: Open,  Structure Length: 3.90m (12.80ft),  Average Daily Traffic: 18,709 (year 2014),  Truck Traffic: 10%,  Design Load: HS 20+Mod,  Features Intersected: RTE 386
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.434,  Lanes on structure: 2,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.0m (45.9ft),  Curb-To-Curb Width: 13.8m (45.3ft),  Out-to-Out Width: 14.7m (48.2ft)

Condition: Deck: Very good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 63.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 48.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.90m (12.80ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $1,389,000,  Roadway Improvement Cost: $813,000,  Total Project Cost: $2,202,000 ( 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: 1048612,  Location: JCT RTS I490 EB + 251 (Lat: 43.120722,  Lng: -77.745636),  Route carried "on" structure: Interstate 490,  Year Built: 1963,  Year Reconstructed: 2013,  Status: Open,  Structure Length: 3.90m (12.80ft),  Average Daily Traffic: 11,882 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 16,523 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: RTE 386
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.434,  Lanes on structure: 2,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.7m (44.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.0m (45.9ft),  Curb-To-Curb Width: 13.8m (45.3ft),  Out-to-Out Width: 14.7m (48.2ft)

Condition: Deck: Very good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 63.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 48.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 3.90m (12.80ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $1,389,000,  Roadway Improvement Cost: $813,000,  Total Project Cost: $2,202,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Other Coated Reinforcing

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Structure Number: 106062,  Location: JCT RTS 259 & I490 (Lat: 43.095492,  Lng: -77.798883),  Route carried "on" structure: State highway 259,  Year Built: 1997,  Status: Open,  Structure Length: 9.45m (31.00ft),  Average Daily Traffic: 8,418 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 8,457 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: 490I490I 43021094, RTE I
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.274,  Lanes on structure: 3,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 31.0m (101.7ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 15.4m (50.5ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 94.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.44m (30.97ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $3,662,000,  Roadway Improvement Cost: $2,144,000,  Total Project Cost: $5,806,000 ( 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: 1070531,  Location: JCT OF RTS I390 & 383 (Lat: 43.122339,  Lng: -77.647497),  Route carried "on" structure: Interstate 390,  Year Built: 1981,  Status: Open,  Structure Length: 4.39m (14.40ft),  Average Daily Traffic: 32,521 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 45,226 (year 2040),  Design Load: HS 20,  Features Intersected: RTE 383
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.857,  Lanes on structure: 4,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 42.3m (138.8ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 21.0m (68.9ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Satisfactory,  Inventory Rating: 63.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.38m (14.37ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $2,696,000,  Roadway Improvement Cost: $1,579,000,  Total Project Cost: $4,275,000 ( 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: 1070532,  Location: JCT OF RTS I390 & 383 (Lat: 43.122228,  Lng: -77.647781),  Route carried "on" structure: Interstate 390,  Year Built: 1981,  Status: Open,  Structure Length: 4.39m (14.40ft),  Average Daily Traffic: 67,036 (year 2009),  Truck Traffic: 7%,  Design Load: HS 20,  Features Intersected: RTE 383
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.937,  Lanes on structure: 4,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 42.3m (138.8ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 21.0m (68.9ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Satisfactory,  Inventory Rating: 64.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.38m (14.37ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $2,667,000,  Roadway Improvement Cost: $1,562,000,  Total Project Cost: $4,229,000 ( 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: 107398,  Location: .8M W INTERS RTS 259&490I (Lat: 43.107983,  Lng: -77.802653),  Route carried "on" structure: State highway 259,  Year Built: 1989,  Status: Open,  Structure Length: 5.97m (19.59ft),  Average Daily Traffic: 8,418 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 8,457 (year 2040),  Design Load: HS 20,  Features Intersected: CSX TRANS/AMTRAK, TOWN A
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.673,  Lanes on structure: 2,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.3m (79.7ft),  Curb-To-Curb Width: 11.4m (37.4ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 61.7 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: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 5.97m (19.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $1,928,000,  Roadway Improvement Cost: $1,129,000,  Total Project Cost: $3,057,000 ( 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: 109555,  Location: 1.0MI E JCT RTSI490EB+259 (Lat: 43.107472,  Lng: -77.780508),  Route carried "on" structure: County highway ,  Year Built: 1963,  Year Reconstructed: 2014,  Status: Open,  Structure Length: 5.73m (18.80ft),  Average Daily Traffic: 4,290 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 5,211 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: RTE I490,  Facility Carried by Structure: PAUL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.239,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.2m (72.8ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Very good,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 74.8 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: 57.3 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: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.73m (18.80ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $1,427,000,  Roadway Improvement Cost: $835,000,  Total Project Cost: $2,262,000 ( 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: 331743,  Location: 0.5 MI SE OF WEST CHILI (Lat: 43.090319,  Lng: -77.796706),  Route carried "on" structure: County highway ,  Year Built: 2011,  Status: Open,  Structure Length: 3.26m (10.70ft),  Average Daily Traffic: 6,792 (year 2018),  Truck Traffic: 2%,  Average Future Daily Traffic: 8,250 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: BLACK CREEK,  Facility Carried by Structure: UNION STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.466,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 30.5m (100.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 9.9m (32.5ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Very good,  Inventory Rating: 77.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.26m (10.70ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $1,126,000,  Roadway Improvement Cost: $660,000,  Total Project Cost: $1,786,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 331744,  Location: 0.9 MI S OF CHILI (Lat: 43.091789,  Lng: -77.730481),  Route carried "on" structure: State highway 252,  Year Built: 1951,  Year Reconstructed: 1987,  Status: Open,  Structure Length: 3.35m (10.99ft),  Average Daily Traffic: 8,616 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 10,466 (year 2040),  Design Load: HS 20,  Features Intersected: BLACK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.138,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 15.8m (51.8ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 59.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 46.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.35m (10.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $1,505,000,  Roadway Improvement Cost: $881,000,  Total Project Cost: $2,386,000 ( 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: 331745,  Location: 1 MI W ROCHESTER AIRPORT (Lat: 43.116433,  Lng: -77.682922),  Route carried "on" structure: County highway ,  Year Built: 1958,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 3,306 (year 2017),  Truck Traffic: 8%,  Average Future Daily Traffic: 4,090 (year 2040),  Design Load: HS 20,  Features Intersected: LITTLE BLACK CREEK,  Facility Carried by Structure: BEAHAN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.786,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 14.1m (46.3ft),  Out-to-Out Width: 15.1m (49.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 78.0 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 0.88m (2.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $559,000,  Roadway Improvement Cost: $328,000,  Total Project Cost: $887,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 331747,  Location: 1 MI EAST OF WEST CHILI (Lat: 43.089253,  Lng: -77.780300),  Route carried "on" structure: County highway ,  Year Built: 2009,  Status: Open,  Structure Length: 3.78m (12.40ft),  Average Daily Traffic: 611 (year 2017),  Truck Traffic: 2%,  Average Future Daily Traffic: 855 (year 2037),  Design Load: HS 20,  Features Intersected: BLACK CREEK,  Facility Carried by Structure: STOTTLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.135,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 37.5m (123.0ft),  Curb-To-Curb Width: 10.5m (34.4ft),  Out-to-Out Width: 11.5m (37.7ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 85.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 3.77m (12.37ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $899,000,  Roadway Improvement Cost: $527,000,  Total Project Cost: $1,426,000 ( 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: 335998,  Location: 1.4 MI NE JCT SH259&SH33A (Lat: 43.101217,  Lng: -77.773489),  Route carried "on" structure: County highway ,  Year Built: 1981,  Status: Open,  Structure Length: 5.30m (17.39ft),  Average Daily Traffic: 1,621 (year 2017),  Truck Traffic: 4%,  Average Future Daily Traffic: 2,269 (year 2037),  Design Load: HS 20,  Features Intersected: CSX TRANS/W SHORE,  Facility Carried by Structure: CHESTNUT RIDGE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.901,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.2m (72.8ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Poor,  Operating Rating: 79.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.30m (17.39ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $1,803,000,  Roadway Improvement Cost: $1,056,000,  Total Project Cost: $2,858,000 ( 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: 444333,  Location: JCT BARGE CANAL & RTE 383 (Lat: 43.123069,  Lng: -77.645797),  Route carried "on" structure: State highway 383,  Year Built: 1991,  Status: Open,  Structure Length: 5.33m (17.49ft),  Average Daily Traffic: 10,442 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 10,491 (year 2040),  Design Load: HS 20,  Features Intersected: Erie Canalway Trail, Eri
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.116,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 2 degrees,  Navigation Control: Yes ( Vertical Clearance: 999.9m (3,280.5ft), Horizontal Clearance: 27.4m (89.9ft)),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 51.8m (169.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 18.9m (62.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 58.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 45.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.33m (17.49ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: June 2020,  Underwater Inspection Date: August 2017,  Bridge Improvement Cost: $2,722,000,  Roadway Improvement Cost: $1,594,000,  Total Project Cost: $4,316,000 ( 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: 5047209,  Location: JCT SH 383 & NYS THRUWAY (Lat: 43.043358,  Lng: -77.728967),  Route carried "on" structure: Interstate 90,  Year Built: 1954,  Year Reconstructed: 1975,  Status: Open,  Structure Length: 4.39m (14.40ft),  Average Daily Traffic: 21,392 (year 2020),  Truck Traffic: 35%,  Average Future Daily Traffic: 29,749 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: RTE 383
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.642,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On Interstate toll segment,  Owner: State Toll Authority,  Approaching Roadway Width: 29.9m (98.1ft),  Skew: 32 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.5m (50.9ft),  Curb or Sidewalk Widths: Left: 0.8m (2.6ft),  Right: 0.8m (2.6ft),  Curb-To-Curb Width: 29.9m (98.1ft),  Out-to-Out Width: 34.4m (112.9ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 42.4 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: 32.7 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: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.38m (14.37ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $3,679,000,  Roadway Improvement Cost: $2,154,000,  Total Project Cost: $5,833,000 ( 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: 551054,  Location: 5 MI W OF EXIT 46 90I (Lat: 43.045147,  Lng: -77.749928),  Route carried "on" structure: Interstate 90,  Year Built: 1953,  Year Reconstructed: 2011,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 21,392 (year 2020),  Truck Traffic: 35%,  Average Future Daily Traffic: 26,239 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: REED RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.920,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On Interstate toll segment,  Owner: State Toll Authority,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.4m (30.8ft),  Curb-To-Curb Width: 23.2m (76.1ft),  Out-to-Out Width: 42.4m (139.1ft)

Condition: Culverts: Good,  Operating Rating: 67.7 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: 52.2 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: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.06m (3.48ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $2,395,000,  Roadway Improvement Cost: $1,403,000,  Total Project Cost: $3,798,000 ( Estimate for 2021)

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Structure Number: 5510551,  Location: 3.9 MI W OF EXIT 46 90I (Lat: 43.043158,  Lng: -77.726411),  Route carried "on" structure: Interstate 90,  Year Built: 1952,  Year Reconstructed: 2011,  Status: Open,  Structure Length: 9.27m (30.41ft),  Average Daily Traffic: 13,750 (year 2014),  Truck Traffic: 18%,  Design Load: HS 20,  Features Intersected: GENESEE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 589.345,  Lanes on structure: 2,  Base Highway Network: Yes,  Toll: On Interstate toll segment,  Owner: State Toll Authority,  Approaching Roadway Width: 16.6m (54.5ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 41.5m (136.2ft),  Curb-To-Curb Width: 16.6m (54.5ft),  Out-to-Out Width: 17.2m (56.4ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 71.7 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: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.26m (30.38ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: May 2021,  Underwater Inspection Date: July 2019,  Bridge Improvement Cost: $4,021,000,  Roadway Improvement Cost: $2,355,000,  Total Project Cost: $6,376,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 5510552,  Location: 3.9 MI W OF EXIT 46 90I (Lat: 43.042989,  Lng: -77.726508),  Route carried "on" structure: Interstate 90,  Year Built: 1952,  Year Reconstructed: 1976,  Status: Open,  Structure Length: 9.27m (30.41ft),  Average Daily Traffic: 10,696 (year 2020),  Truck Traffic: 35%,  Average Future Daily Traffic: 14,875 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: GENESEE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.835,  Lanes on structure: 2,  Base Highway Network: Yes,  Toll: On Interstate toll segment,  Owner: State Toll Authority,  Approaching Roadway Width: 16.6m (54.5ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 41.5m (136.2ft),  Curb-To-Curb Width: 16.6m (54.5ft),  Out-to-Out Width: 17.2m (56.4ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 71.7 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: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.26m (30.38ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: May 2021,  Underwater Inspection Date: July 2019,  Bridge Improvement Cost: $4,021,000,  Roadway Improvement Cost: $2,355,000,  Total Project Cost: $6,376,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 5510591,  Location: 4.2 MI W OF EXIT 46 90IX (Lat: 43.044103,  Lng: -77.732478),  Route carried "on" structure: Interstate 90,  Year Built: 2004,  Status: Open,  Structure Length: 4.05m (13.29ft),  Average Daily Traffic: 13,750 (year 2014),  Truck Traffic: 18%,  Design Load: HS 25 or greater,  Features Intersected: GREENWAY TRAIL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 589.859,  Lanes on structure: 2,  Base Highway Network: Yes,  Toll: On Interstate toll segment,  Owner: State Toll Authority,  Approaching Roadway Width: 17.1m (56.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 39.9m (130.9ft),  Curb-To-Curb Width: 17.0m (55.8ft),  Out-to-Out Width: 17.5m (57.4ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Very good,  Operating Rating: 92.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 55.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.05m (13.29ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $1,976,000,  Roadway Improvement Cost: $1,157,000,  Total Project Cost: $3,133,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Galvanized Reinforcing

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Structure Number: 5510592,  Location: 4.2 MI W OF EXIT 46 90IX (Lat: 43.043922,  Lng: -77.732575),  Route carried "on" structure: Interstate 90,  Year Built: 2004,  Status: Open,  Structure Length: 4.05m (13.29ft),  Average Daily Traffic: 10,696 (year 2020),  Truck Traffic: 35%,  Average Future Daily Traffic: 13,119 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: GREENWAY TRAIL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.336,  Lanes on structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 17.1m (56.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 39.9m (130.9ft),  Curb-To-Curb Width: 16.4m (53.8ft),  Out-to-Out Width: 17.5m (57.4ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Very good,  Operating Rating: 96.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 57.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.05m (13.29ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $1,998,000,  Roadway Improvement Cost: $1,170,000,  Total Project Cost: $3,168,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Galvanized Reinforcing

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Structure Number: 5510619,  Location: 5 MI W OF EXIT 46 90I (Lat: 43.045225,  Lng: -77.747861),  Route carried "on" structure: Interstate 90,  Year Built: 1952,  Status: Open,  Structure Length: 5.79m (19.00ft),  Average Daily Traffic: 21,392 (year 2020),  Truck Traffic: 35%,  Average Future Daily Traffic: 26,239 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: ROCHESTER & SOUTH
Minimum Vertical Clearance: 32.69m (107.25ft),  Kilometerpoint: 13.065,  Lanes on structure: 4,  Base Highway Network: Yes,  Toll: On Interstate toll segment,  Owner: State Toll Authority,  Approaching Roadway Width: 36.6m (120.1ft),  Skew: 33 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.6m (61.0ft),  Curb-To-Curb Width: 36.3m (119.1ft),  Out-to-Out Width: 37.5m (123.0ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 75.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.79m (19.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $5,363,000,  Roadway Improvement Cost: $3,140,000,  Total Project Cost: $8,503,000 ( 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: 551086,  Location: 7.4 MI W OF EXIT 46 90I (Lat: 43.041572,  Lng: -77.796072),  Route carried "on" structure: County highway ,  Year Built: 2016,  Status: Open,  Structure Length: 6.89m (22.60ft),  Average Daily Traffic: 2,128 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 2,219 (year 2040),  Design Load: HL 93,  Features Intersected: 90IX, RTE I90,  Facility Carried by Structure: UNION ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.043,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Toll Authority,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 33.5m (109.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Operating Rating: 51.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 39.5 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: Superior to present desirable criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 6.88m (22.57ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $1,579,000,  Roadway Improvement Cost: $925,000,  Total Project Cost: $2,503,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Galvanized Reinforcing

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Structure Number: 104334,  Location: 6.5 MI W OF EXIT 46-90I (Lat: 43.044367,  Lng: -77.779361),  Route carried "under" structure: Interstate 90,  Year Built: 1993,  Structure Length: 0. m,  Average Daily Traffic: 27,500 (year 1993),  Features Intersected: 90IX EB, RTE I90,  Facility Carried by Structure: RTE 386
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 593.705,  Lanes on structure: 2,  Lanes under structure: 2,  Toll: On Interstate toll segment,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.5m (109.9ft)

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Structure Number: 10486,  Location: 1.0MI E JCT RTSI490WB+259 (Lat: 43.107506,  Lng: -77.781617),  Route carried "under" structure: Interstate 490,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 24,010 (year 2002),  Features Intersected: RTE I490,  Facility Carried by Structure: PAUL ROAD
Minimum Vertical Clearance: 4.37m (14.34ft),  Kilometerpoint: 17.248,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.6m (74.1ft)

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Structure Number: 1048611,  Location: JCT RTS I490 WB + 251 (Lat: 43.121169,  Lng: -77.745639),  Route carried "under" structure: State highway 386,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 9,700 (year 2009),  Features Intersected: RTE 386,  Facility Carried by Structure: RTE I490
Minimum Vertical Clearance: 4.44m (14.57ft),  Kilometerpoint: 3.202,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 14.0m (45.9ft)

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Structure Number: 1048612,  Location: JCT RTS I490 EB + 251 (Lat: 43.120722,  Lng: -77.745636),  Route carried "under" structure: State highway 386,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 14,800 (year 2009),  Features Intersected: RTE 386,  Facility Carried by Structure: RTE I490
Minimum Vertical Clearance: 4.47m (14.67ft),  Kilometerpoint: 3.202,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 14.0m (45.9ft)

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Structure Number: 106062,  Location: JCT RTS 259 & I490 (Lat: 43.095492,  Lng: -77.798883),  Route carried "under" structure: Interstate 490,  Year Built: 1997,  Structure Length: 0. m,  Average Daily Traffic: 24,010 (year 2002),  Features Intersected: 490I490I 43021094, RTE I,  Facility Carried by Structure: RTE 259
Minimum Vertical Clearance: 4.72m (15.49ft),  Kilometerpoint: 15.141,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.0m (101.7ft)

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Structure Number: 1070531,  Location: JCT OF RTS I390 & 383 (Lat: 43.122339,  Lng: -77.647497),  Route carried "under" structure: State highway 383,  Year Built: 1981,  Structure Length: 0. m,  Average Daily Traffic: 5,000 (year 1981),  Features Intersected: RTE 383,  Facility Carried by Structure: RTE I390
Minimum Vertical Clearance: 4.80m (15.75ft),  Kilometerpoint: 25.342,  Lanes on structure: 4,  Lanes under structure: 5,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 42.3m (138.8ft)

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Structure Number: 1070532,  Location: JCT OF RTS I390 & 383 (Lat: 43.122228,  Lng: -77.647781),  Route carried "under" structure: State highway 383,  Year Built: 1981,  Structure Length: 0. m,  Average Daily Traffic: 5,000 (year 1981),  Features Intersected: RTE 383,  Facility Carried by Structure: RTE I390
Minimum Vertical Clearance: 4.87m (15.98ft),  Kilometerpoint: 25.342,  Lanes on structure: 4,  Lanes under structure: 5,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 42.3m (138.8ft)

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Structure Number: 109555,  Location: 1.0MI E JCT RTSI490EB+259 (Lat: 43.107472,  Lng: -77.780508),  Route carried "under" structure: Interstate 490,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 24,010 (year 2002),  Features Intersected: RTE I490,  Facility Carried by Structure: PAUL ROAD
Minimum Vertical Clearance: 4.39m (14.40ft),  Kilometerpoint: 17.248,  Lanes on structure: 2,  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: 5047209,  Location: JCT SH 383 & NYS THRUWAY (Lat: 43.043358,  Lng: -77.728967),  Route carried "under" structure: State highway 383,  Year Built: 1954,  Structure Length: 0. m,  Average Daily Traffic: 6,200 (year 1976),  Features Intersected: RTE 383,  Facility Carried by Structure: RTE I90
Minimum Vertical Clearance: 4.83m (15.85ft),  Kilometerpoint: 133.547,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 15.5m (50.9ft)

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Structure Number: 551054,  Location: 5 MI W OF EXIT 46 90I (Lat: 43.045147,  Lng: -77.749928),  Route carried "under" structure: Other road ,  Year Built: 1953,  Structure Length: 0. m,  Average Daily Traffic: 325 (year 2017),  Truck Traffic: 5%,  Features Intersected: REED RD,  Facility Carried by Structure: RTE I90
Minimum Vertical Clearance: 4.22m (13.85ft),  Kilometerpoint: 0.579,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Culvert,  Length of Maximum Span: 9.4m (30.8ft)

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Structure Number: 551086,  Location: 7.4 MI W OF EXIT 46 90I (Lat: 43.041572,  Lng: -77.796072),  Route carried "under" structure: Interstate 90,  Year Built: 2016,  Structure Length: 0. m,  Average Daily Traffic: 27,464 (year 2016),  Features Intersected: 90IX, RTE I90,  Facility Carried by Structure: UNION ST
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 595.089,  Lanes on structure: 2,  Lanes under structure: 2,  Toll: On Interstate toll segment,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.5m (109.9ft)