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

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Structure Number: 505436,  Location: 3.0 MI NE JCT RTS 5 + 16 (Lat: 42.923197,  Lng: -78.856214),  Route carried "on" structure: City street 5,  Year Built: 1921,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 16,041 (year 2018),  Truck Traffic: 3%,  Average Future Daily Traffic: 16,116 (year 2040),  Features Intersected: SCAJAQUADA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 50.555,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Agenciy,  Approaching Roadway Width: 18.3m (60.0ft),  Material/Design: Masonry,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.7m (31.8ft),  Curb or Sidewalk Widths: Left: 4.2m (13.8ft),  Right: 0.0m

Condition: Channel: Good,  Culverts: Fair,  Operating Rating: 46.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 20.9 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.09m (3.58ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $924,000,  Roadway Improvement Cost: $541,000,  Total Project Cost: $1,465,000 ( Estimate for 2021)

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Structure Number: 551217,  Location: 0.7 MI W I-90 (Lat: 42.876356,  Lng: -78.801358),  Route carried "on" structure: City street ,  Year Built: 2003,  Status: Open,  Structure Length: 6.43m (21.10ft),  Average Daily Traffic: 9,662 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 10,203 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: 190IX, RTE I190,  Facility Carried by Structure: S OGDEN ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.657,  Lanes on structure: 2,  Lanes under structure: 16,  Owner: State Toll Authority,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 31.4m (103.0ft),  Curb or Sidewalk Widths: Left: 2.7m (8.9ft),  Right: 2.7m (8.9ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 16.4m (53.8ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 98.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 59.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal 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: 6.43m (21.10ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $4,076,000,  Roadway Improvement Cost: $2,387,000,  Total Project Cost: $6,464,000 ( 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: 551218,  Location: 1.4 MI W I190 TOLLGATE (Lat: 42.876003,  Lng: -78.808517),  Route carried "on" structure: City street ,  Year Built: 1957,  Status: Open,  Structure Length: 6.07m (19.91ft),  Average Daily Traffic: 1,210 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,694 (year 2037),  Design Load: HS 20+Mod,  Features Intersected: 190IX NB, RTE I190,  Facility Carried by Structure: Weiss Street
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.161,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Toll Authority,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 18.0m (59.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 14.4m (47.2ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Poor,  Operating Rating: 58.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.5 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: 6.06m (19.88ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $3,160,000,  Roadway Improvement Cost: $1,850,000,  Total Project Cost: $5,010,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 5512199,  Location: 0.9 MI E JCT RTS I190< 16 (Lat: 42.869006,  Lng: -78.821172),  Route carried "on" structure: Interstate 190,  Year Built: 1957,  Year Reconstructed: 1989,  Status: Open,  Structure Length: 28.62m (93.90ft),  Average Daily Traffic: 42,042 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 47,116 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: BAILEY AVE. (US 6, NORFO
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.395,  Lanes on structure: 7,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Toll Authority,  Approaching Roadway Width: 29.6m (97.1ft),  Skew: 24 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 13,  Length of Maximum Span: 40.2m (131.9ft),  Curb-To-Curb Width: 30.8m (101.0ft),  Out-to-Out Width: 32.7m (107.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 37.6 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: 29.2 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: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 28.62m (93.90ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $33,030,000,  Roadway Improvement Cost: $19,342,000,  Total Project Cost: $52,372,000 ( 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: 5512209,  Location: 0.5 MI W JCT RTS I190< 16 (Lat: 42.868339,  Lng: -78.831936),  Route carried "on" structure: Interstate 190,  Year Built: 1957,  Year Reconstructed: 1989,  Status: Open,  Structure Length: 3.96m (12.99ft),  Average Daily Traffic: 56,174 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 62,954 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: MILTON ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.425,  Lanes on structure: 7,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Toll Authority,  Approaching Roadway Width: 28.0m (91.9ft),  Skew: 21 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.5m (54.1ft),  Curb-To-Curb Width: 31.1m (102.0ft),  Out-to-Out Width: 32.7m (107.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 58.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.5 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.96m (12.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $4,830,000,  Roadway Improvement Cost: $2,828,000,  Total Project Cost: $7,658,000 ( 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: 5512219,  Location: 1.1 MI W JCT RTS I190< 16 (Lat: 42.868944,  Lng: -78.835428),  Route carried "on" structure: Interstate 190,  Year Built: 1957,  Year Reconstructed: 1989,  Status: Open,  Structure Length: 4.45m (14.60ft),  Average Daily Traffic: 56,174 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 62,954 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: BABCOCK ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.714,  Lanes on structure: 6,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Toll Authority,  Approaching Roadway Width: 29.3m (96.1ft),  Skew: 21 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.6m (70.9ft),  Curb-To-Curb Width: 29.3m (96.1ft),  Out-to-Out Width: 31.3m (102.7ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 58.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.45m (14.60ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $5,425,000,  Roadway Improvement Cost: $3,177,000,  Total Project Cost: $8,602,000 ( 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: 5512229,  Location: 1.7 MI WNW JCT RTSI190<16 (Lat: 42.869678,  Lng: -78.839578),  Route carried "on" structure: Interstate 190,  Year Built: 1957,  Year Reconstructed: 1989,  Status: Open,  Structure Length: 4.02m (13.19ft),  Average Daily Traffic: 56,174 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 62,954 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: PEABODY ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.747,  Lanes on structure: 6,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Toll Authority,  Approaching Roadway Width: 29.6m (97.1ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.8m (55.1ft),  Curb-To-Curb Width: 29.7m (97.4ft),  Out-to-Out Width: 31.3m (102.7ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Poor,  Operating Rating: 64.4 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: Meets minimum limits,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.02m (13.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $4,908,000,  Roadway Improvement Cost: $2,874,000,  Total Project Cost: $7,783,000 ( 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: 5512239,  Location: .3 MI E 190I EXIT N4 (Lat: 42.870308,  Lng: -78.843094),  Route carried "on" structure: Interstate 190,  Year Built: 1957,  Year Reconstructed: 1989,  Status: Open,  Structure Length: 17.43m (57.19ft),  Average Daily Traffic: 56,174 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 62,954 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: SELKIRK ST, CSX/AMTRAK,
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.229,  Lanes on structure: 7,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Toll Authority,  Approaching Roadway Width: 31.1m (102.0ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 31.4m (103.0ft),  Curb-To-Curb Width: 31.1m (102.0ft),  Out-to-Out Width: 32.7m (107.3ft)

Condition: Deck: Good,  Superstructure: Good,  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: Better than 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: 17.43m (57.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $19,253,000,  Roadway Improvement Cost: $11,275,000,  Total Project Cost: $30,528,000 ( 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: 5512249,  Location: 2.4 MI WNW JCT RTSI190<16 (Lat: 42.870733,  Lng: -78.845250),  Route carried "on" structure: Interstate 190,  Year Built: 1957,  Year Reconstructed: 1989,  Status: Open,  Structure Length: 5.03m (16.50ft),  Average Daily Traffic: 56,174 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 62,954 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: SMITH ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.535,  Lanes on structure: 6,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Toll Authority,  Approaching Roadway Width: 33.5m (109.9ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.3m (83.0ft),  Curb-To-Curb Width: 32.7m (107.3ft),  Out-to-Out Width: 33.9m (111.2ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 80.4 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.02m (16.47ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $6,023,000,  Roadway Improvement Cost: $3,527,000,  Total Project Cost: $9,550,000 ( 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: 5512259,  Location: 2.9 MI WNW JCT RTSI190<16 (Lat: 42.871703,  Lng: -78.848533),  Route carried "on" structure: Interstate 190,  Year Built: 1959,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 5.36m (17.59ft),  Average Daily Traffic: 52,360 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 58,679 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: ERIE LACK RR (ABD)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.808,  Lanes on structure: 7,  Base Highway Network: Yes,  Owner: State Toll Authority,  Approaching Roadway Width: 32.6m (107.0ft),  Skew: 22 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.4m (66.9ft),  Curb-To-Curb Width: 31.1m (102.0ft),  Out-to-Out Width: 32.7m (107.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  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: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.36m (17.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $6,493,000,  Roadway Improvement Cost: $3,802,000,  Total Project Cost: $10,296,000 ( 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: 5512269,  Location: 3.3 MI WNW JCT I190/SH 16 (Lat: 42.872314,  Lng: -78.851667),  Route carried "on" structure: Interstate 190,  Year Built: 1959,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 4.15m (13.62ft),  Average Daily Traffic: 52,360 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 58,679 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: VAN RENSSELAER ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.098,  Lanes on structure: 6,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Toll Authority,  Approaching Roadway Width: 29.9m (98.1ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.8m (51.8ft),  Curb-To-Curb Width: 29.7m (97.4ft),  Out-to-Out Width: 31.3m (102.7ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.8 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.14m (13.58ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $4,907,000,  Roadway Improvement Cost: $2,873,000,  Total Project Cost: $7,780,000 ( 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: 5512279,  Location: 3.8 MI WNW JCT RTSI190<16 (Lat: 42.872850,  Lng: -78.855164),  Route carried "on" structure: Interstate 190,  Year Built: 1957,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 7.92m (25.98ft),  Average Daily Traffic: 52,360 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 58,679 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: CSX Railroad
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.356,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Toll Authority,  Approaching Roadway Width: 29.0m (95.1ft),  Skew: 22 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 25.9m (85.0ft),  Curb-To-Curb Width: 29.7m (97.4ft),  Out-to-Out Width: 31.3m (102.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 95.3 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 minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.92m (25.98ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $8,799,000,  Roadway Improvement Cost: $5,152,000,  Total Project Cost: $13,951,000 ( 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: 5512289,  Location: 4.1 MI WNW JCT RTSI190<16 (Lat: 42.873272,  Lng: -78.857531),  Route carried "on" structure: Interstate 190,  Year Built: 1957,  Status: Open,  Structure Length: 4.82m (15.81ft),  Average Daily Traffic: 61,587 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 69,020 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: HAMBURG ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.581,  Lanes on structure: 6,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Toll Authority,  Approaching Roadway Width: 31.7m (104.0ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.0m (68.9ft),  Curb-To-Curb Width: 31.1m (102.0ft),  Out-to-Out Width: 32.7m (107.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 81.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.81m (15.78ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $5,836,000,  Roadway Improvement Cost: $3,418,000,  Total Project Cost: $9,254,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 551229,  Location: 0.8 MI E JCT RTS I190 < 5 (Lat: 42.875517,  Lng: -78.863306),  Route carried "on" structure: City street ,  Year Built: 1960,  Status: Open,  Structure Length: 25.30m (83.01ft),  Average Daily Traffic: 2,472 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 2,610 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: 190IX, CSXT/AMTRAK, RTE,  Facility Carried by Structure: LOUISIANA ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.432,  Lanes on structure: 4,  Lanes under structure: 11,  Owner: State Toll Authority,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 11,  Length of Maximum Span: 34.1m (111.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Poor,  Operating Rating: 49.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 25.29m (82.97ft),  Designated Inspection Frequency: Every 12 months,  Critical Feature Inspection Frequency: Every 12 months,  Inspection Date: December 2021,  Critical Feature Inspection Date: December 2021,  Bridge Improvement Cost: $15,300,000,  Roadway Improvement Cost: $8,960,000,  Total Project Cost: $24,260,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 551256,  Location: 1.4 MI SSE PEACE BRIDGE (Lat: 42.898383,  Lng: -78.897922),  Route carried "on" structure: City street ,  Year Built: 2016,  Status: Open,  Structure Length: 6.17m (20.24ft),  Average Daily Traffic: 6,937 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 9,712 (year 2039),  Design Load: HL 93,  Features Intersected: RTE I190, CSX /AMTRAK,  Facility Carried by Structure: PORTER AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.338,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Toll Authority,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.3m (69.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 3.7m (12.1ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 17.2m (56.4ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 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,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 6.17m (20.24ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $5,864,000,  Roadway Improvement Cost: $3,434,000,  Total Project Cost: $9,298,000 ( 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: 551257,  Location: 1.3 MI SSE OF PEACE BRIDG (Lat: 42.899433,  Lng: -78.898292),  Route carried "on" structure: Ramp Interstate ,  Year Built: 1972,  Year Reconstructed: 1994,  Status: Open,  Structure Length: 4.33m (14.21ft),  Average Daily Traffic: 7,294 (year 2019),  Truck Traffic: 18%,  Average Future Daily Traffic: 8,174 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: 190IX NB OFF RAMP 'N' TO,  Facility Carried by Structure: PORTER AVE RAMP 'P
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.097,  Lanes on structure: 1,  Lanes under structure: 2,  Owner: State Toll Authority,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 5 degrees,  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: 7.9m (25.9ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Fair,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 4.32m (14.17ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $2,878,000,  Roadway Improvement Cost: $1,685,000,  Total Project Cost: $4,563,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 5512589,  Location: 1.2 MI SSE PEACE BRIDGE (Lat: 42.902639,  Lng: -78.900817),  Route carried "on" structure: Interstate 190,  Year Built: 1957,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 9.30m (30.51ft),  Average Daily Traffic: 57,524 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 64,467 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: Busti Ave. Access, CSX/A
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.585,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 26.8m (87.9ft),  Skew: 27 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 43.9m (144.0ft),  Curb-To-Curb Width: 21.6m (70.9ft),  Out-to-Out Width: 22.9m (75.1ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 49.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.29m (30.48ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Critical Feature Inspection Date: November 2020,  Bridge Improvement Cost: $13,349,000,  Roadway Improvement Cost: $7,817,000,  Total Project Cost: $21,166,000 ( 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: 5512599,  Location: 0.4 MI S PEACE BRIDGE (Lat: 42.904106,  Lng: -78.901200),  Route carried "on" structure: Interstate 190,  Year Built: 1994,  Status: Open,  Structure Length: 1.40m (4.59ft),  Average Daily Traffic: 57,524 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 64,467 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: PUMP STATION ACCESS RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.778,  Lanes on structure: 4,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Toll Authority,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 22 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.1m (43.0ft),  Curb-To-Curb Width: 20.9m (68.6ft),  Out-to-Out Width: 22.3m (73.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 68.9 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: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.40m (4.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $3,556,000,  Roadway Improvement Cost: $2,082,000,  Total Project Cost: $5,638,000 ( 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: 5512609,  Location: 2.6 MI S JCT RTS I190<198 (Lat: 42.915183,  Lng: -78.901514),  Route carried "on" structure: Interstate 190,  Year Built: 1957,  Year Reconstructed: 1994,  Status: Open,  Structure Length: 1.77m (5.81ft),  Average Daily Traffic: 57,524 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 64,467 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: WEST FERRY ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.017,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 18.9m (62.0ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.5m (54.1ft),  Curb-To-Curb Width: 17.9m (58.7ft),  Out-to-Out Width: 19.8m (65.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  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: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.76m (5.77ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $2,653,000,  Roadway Improvement Cost: $1,554,000,  Total Project Cost: $4,207,000 ( 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: 5512619,  Location: JCT RTS I190 < 198 (Lat: 42.928944,  Lng: -78.898742),  Route carried "on" structure: Interstate 190,  Year Built: 1957,  Status: Open,  Structure Length: 20.94m (68.70ft),  Average Daily Traffic: 48,735 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 54,617 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: SCAJAQUADA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.465,  Lanes on structure: 4,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 20 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 47,  Length of Maximum Span: 21.9m (71.9ft),  Curb-To-Curb Width: 21.9m (71.9ft),  Out-to-Out Width: 23.6m (77.4ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Good,  Inventory Rating: 66.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 20.93m (68.67ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: September 2020,  Underwater Inspection Date: November 2020,  Bridge Improvement Cost: $17,441,000,  Roadway Improvement Cost: $10,214,000,  Total Project Cost: $27,655,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 5512639,  Location: 1.7 MI NW JCT I190 < 198 (Lat: 42.935925,  Lng: -78.904228),  Route carried "on" structure: Interstate 190,  Year Built: 1957,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 4.30m (14.11ft),  Average Daily Traffic: 54,461 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 61,034 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: HAMILTON ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.462,  Lanes on structure: 5,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Toll Authority,  Approaching Roadway Width: 25.9m (85.0ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 24.6m (80.7ft),  Out-to-Out Width: 26.6m (87.3ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  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: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.29m (14.07ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $4,300,000,  Roadway Improvement Cost: $2,518,000,  Total Project Cost: $6,818,000 ( 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: 5512649,  Location: 2.0 MI.NW JCT.I190 & 198 (Lat: 42.937811,  Lng: -78.905192),  Route carried "on" structure: Interstate 190,  Year Built: 1957,  Year Reconstructed: 1994,  Status: Open,  Structure Length: 3.05m (10.01ft),  Average Daily Traffic: 54,461 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 61,034 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: AUSTIN ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.688,  Lanes on structure: 5,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Toll Authority,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 29.3m (96.1ft),  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 26.4m (86.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 52.8 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: 40.8 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: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.04m (9.97ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $3,883,000,  Roadway Improvement Cost: $2,274,000,  Total Project Cost: $6,156,000 ( 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: 5512659,  Location: 2.5 MI NW JCT I190 < 198 (Lat: 42.940414,  Lng: -78.906475),  Route carried "on" structure: Interstate 190,  Year Built: 1957,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 4.11m (13.48ft),  Average Daily Traffic: 46,079 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 51,640 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: HERTEL AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.993,  Lanes on structure: 4,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Toll Authority,  Approaching Roadway Width: 18.9m (62.0ft),  Skew: 20 degrees,  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: 21.0m (68.9ft),  Out-to-Out Width: 22.9m (75.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 79.9 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: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.11m (13.48ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $3,580,000,  Roadway Improvement Cost: $2,097,000,  Total Project Cost: $5,677,000 ( 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: 5512669,  Location: 3.1 MI NW JCT I190 < 198 (Lat: 42.943636,  Lng: -78.907994),  Route carried "on" structure: Interstate 190,  Year Built: 1957,  Status: Open,  Structure Length: 6.98m (22.90ft),  Average Daily Traffic: 46,079 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 51,640 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: ONTARIO ST EXIT RAMP, MA
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.347,  Lanes on structure: 4,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Toll Authority,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 17.3m (56.8ft),  Curb-To-Curb Width: 20.4m (66.9ft),  Out-to-Out Width: 22.9m (75.1ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 83.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.97m (22.87ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $7,889,000,  Roadway Improvement Cost: $4,620,000,  Total Project Cost: $12,509,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 5512679,  Location: 3.4 MI.NN JCT.I190 & 198 (Lat: 42.945058,  Lng: -78.908597),  Route carried "on" structure: Interstate 190,  Year Built: 1957,  Year Reconstructed: 1994,  Status: Open,  Structure Length: 2.74m (8.99ft),  Average Daily Traffic: 46,079 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 51,640 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: BLACK ROCK HARBOR RD, CO
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.541,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Toll Authority,  Approaching Roadway Width: 18.9m (62.0ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 26.2m (86.0ft),  Curb-To-Curb Width: 21.0m (68.9ft),  Out-to-Out Width: 22.9m (75.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Excellent,  Operating Rating: 97.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 58.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  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: 2.74m (8.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $2,652,000,  Roadway Improvement Cost: $1,553,000,  Total Project Cost: $4,205,000 ( 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: 551629,  Location: 0.6 m N JCT PRTR AV &I190 (Lat: 42.906281,  Lng: -78.901219),  Route carried "on" structure: Other road 955,  Year Built: 1927,  Year Reconstructed: 2019,  Status: Open,  Structure Length: 121.86m (399.80ft),  Average Daily Traffic: 11,337 (year 2011),  Truck Traffic: 28%,  Average Future Daily Traffic: 11,390 (year 2040),  Design Load: HS 20,  Features Intersected: 190IX, RTE I190, NIAGARA
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Toll: Toll bridge,  Owner: Local Toll Authority,  Approaching Roadway Width: 24.4m (80.1ft),  Navigation Control: Yes ( Vertical Clearance: 30.4m (99.7ft), Horizontal Clearance: 45.7m (149.9ft)),  Material/Design: Steel,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 41,  Length of Maximum Span: 129.2m (423.9ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 11.1m (36.4ft),  Out-to-Out Width: 11.9m (39.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Excellent,  Operating Rating: 78.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 55.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 121.85m (399.77ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: June 2021,  Critical Feature Inspection Date: June 2021,  Underwater Inspection Date: September 2020,  Bridge Improvement Cost: $60,778,000,  Roadway Improvement Cost: $35,592,000,  Total Project Cost: $96,370,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 5520159,  Location: 0.4 MI E INT N6 I 190 (Lat: 42.880303,  Lng: -78.878981),  Route carried "on" structure: Interstate 190,  Year Built: 1959,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 222.44m (729.79ft),  Average Daily Traffic: 61,587 (year 2020),  Truck Traffic: 15%,  Average Future Daily Traffic: 69,020 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: 190IX SB OFF-RAMP "V" TO
Minimum Vertical Clearance: 4.55m (14.93ft),  Kilometerpoint: 7.321,  Lanes on structure: 6,  Lanes under structure: 31,  Base Highway Network: Yes,  Owner: State Toll Authority,  Approaching Roadway Width: 29.9m (98.1ft),  Skew: 20 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 112,  Length of Maximum Span: 30.8m (101.0ft),  Curb-To-Curb Width: 29.4m (96.5ft),  Out-to-Out Width: 31.3m (102.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 55.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 222.44m (729.79ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Critical Feature Inspection Date: December 2021,  Bridge Improvement Cost: $226,423,000,  Roadway Improvement Cost: $132,594,000,  Total Project Cost: $359,017,000 ( 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: 552015A,  Location: EXIT N6 OF I190 (Lat: 42.877950,  Lng: -78.874425),  Route carried "on" structure: Ramp Interstate ,  Year Built: 1960,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 28.53m (93.60ft),  Average Daily Traffic: 1,193 (year 2015),  Truck Traffic: 15%,  Average Future Daily Traffic: 1,336 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: 190IX SB OFF-RAMP “V” TO,  Facility Carried by Structure: 190IX SB ON-RAMP “
Minimum Vertical Clearance: 4.65m (15.26ft),  Kilometerpoint: 0.097,  Lanes on structure: 1,  Lanes under structure: 2,  Owner: State Toll Authority,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 16,  Length of Maximum Span: 26.5m (86.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.3m (27.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.8 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 minimum criteria,  Length Of Structure Improvement: 28.52m (93.57ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $8,401,000,  Roadway Improvement Cost: $4,920,000,  Total Project Cost: $13,320,000 ( 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: 552015B,  Location: EXIT N6 OF I190 (Lat: 42.878589,  Lng: -78.872883),  Route carried "on" structure: Ramp Interstate ,  Year Built: 1960,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 29.50m (96.78ft),  Average Daily Traffic: 5,696 (year 2015),  Truck Traffic: 15%,  Average Future Daily Traffic: 6,383 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: 190IX SB, RTE I190, CSXT,  Facility Carried by Structure: 190IX SB ON-RAMP “
Minimum Vertical Clearance: 4.80m (15.75ft),  Kilometerpoint: 0.064,  Lanes on structure: 1,  Lanes under structure: 10,  Owner: State Toll Authority,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 18,  Length of Maximum Span: 23.2m (76.1ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 50.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.2 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: 29.50m (96.78ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $10,320,000,  Roadway Improvement Cost: $6,043,000,  Total Project Cost: $16,363,000 ( 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: 552015C,  Location: EXIT N6 OF I190 (Lat: 42.878408,  Lng: -78.871839),  Route carried "on" structure: Ramp Interstate ,  Year Built: 1960,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 17.43m (57.19ft),  Average Daily Traffic: 8,538 (year 2015),  Truck Traffic: 15%,  Average Future Daily Traffic: 9,568 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: EXCHANGE ST, CSXT RR / A,  Facility Carried by Structure: 190IX NB OFF-RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.274,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Toll Authority,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 23.5m (77.1ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.4m (37.4ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 57.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 17.43m (57.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $7,304,000,  Roadway Improvement Cost: $4,277,000,  Total Project Cost: $11,582,000 ( 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: 552015D,  Location: EXIT N6 OF I190 (Lat: 42.876767,  Lng: -78.872297),  Route carried "on" structure: Ramp Interstate 190,  Year Built: 1960,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 47.18m (154.79ft),  Average Daily Traffic: 6,342 (year 2015),  Truck Traffic: 15%,  Average Future Daily Traffic: 7,107 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: Exchange St., RTE I190,
Minimum Vertical Clearance: 4.85m (15.91ft),  Kilometerpoint: 0.064,  Lanes on structure: 1,  Lanes under structure: 11,  Owner: State Toll Authority,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 26,  Length of Maximum Span: 25.0m (82.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.3m (27.2ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 56.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than 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: 47.18m (154.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $13,842,000,  Roadway Improvement Cost: $8,106,000,  Total Project Cost: $21,947,000 ( 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: 552015E,  Location: EXIT N7 OF I190 (Lat: 42.878606,  Lng: -78.872986),  Route carried "on" structure: Ramp Interstate ,  Year Built: 1960,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 18.11m (59.42ft),  Average Daily Traffic: 3,505 (year 2015),  Truck Traffic: 15%,  Average Future Daily Traffic: 3,928 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: EXCHANGE ST, CSXT RR / A,  Facility Carried by Structure: 190IX NB ON-RAMP "
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.048,  Lanes on structure: 1,  Lanes under structure: 4,  Owner: State Toll Authority,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 12,  Length of Maximum Span: 23.2m (76.1ft),  Curb-To-Curb Width: 7.5m (24.6ft),  Out-to-Out Width: 8.3m (27.2ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 60.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 18.10m (59.38ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $5,801,000,  Roadway Improvement Cost: $3,397,000,  Total Project Cost: $9,199,000 ( 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: 552015F,  Location: EXIT N7 OF I190 (Lat: 42.881014,  Lng: -78.880656),  Route carried "on" structure: Ramp Interstate 190,  Year Built: 1956,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 26.46m (86.81ft),  Average Daily Traffic: 10,127 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 11,735 (year 2040),  Design Load: HS 20,  Features Intersected: PERRY BOULEVARD, ERIE ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 8,  Number Of Approach Spans: 2,  Length of Maximum Span: 26.8m (87.9ft),  Curb-To-Curb Width: 8.4m (27.6ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  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: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 26.45m (86.78ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Critical Feature Inspection Date: October 2021,  Bridge Improvement Cost: $7,990,000,  Roadway Improvement Cost: $4,679,000,  Total Project Cost: $12,669,000 ( 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: 552015G,  Location: EXIT N7 OF I190 (Lat: 42.883403,  Lng: -78.883192),  Route carried "on" structure: Ramp Interstate 950E,  Year Built: 1956,  Year Reconstructed: 1999,  Status: Open,  Structure Length: 21.76m (71.39ft),  Average Daily Traffic: 2,910 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 2,923 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: RTE I190, RELIEF
Minimum Vertical Clearance: 5.26m (17.26ft),  Kilometerpoint: 0.418,  Lanes on structure: 1,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 12,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 8.0m (26.2ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Fair,  Operating Rating: 98.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 58.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 21.76m (71.39ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Critical Feature Inspection Date: August 2021,  Bridge Improvement Cost: $6,506,000,  Roadway Improvement Cost: $3,810,000,  Total Project Cost: $10,315,000 ( 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: 552015H,  Location: EXIT N7 OF I190 (Lat: 42.883694,  Lng: -78.882400),  Route carried "on" structure: Ramp Interstate ,  Year Built: 1956,  Year Reconstructed: 2000,  Status: Open,  Structure Length: 12.56m (41.21ft),  Average Daily Traffic: 3,495 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 3,916 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: RELIEF,  Facility Carried by Structure: 190IX NB OFF-RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.177,  Lanes on structure: 1,  Owner: State Toll Authority,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 18.0m (59.1ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Inventory Rating: 61.7 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,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 14.44m (47.38ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Critical Feature Inspection Date: June 2021,  Bridge Improvement Cost: $4,492,000,  Roadway Improvement Cost: $2,631,000,  Total Project Cost: $7,123,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 552015I,  Location: .3 MI NW EXIT N7 OF I190 (Lat: 42.884908,  Lng: -78.884161),  Route carried "on" structure: Ramp Interstate ,  Year Built: 1956,  Year Reconstructed: 2000,  Status: Open,  Structure Length: 16.55m (54.30ft),  Average Daily Traffic: 3,195 (year 2019),  Truck Traffic: 2%,  Average Future Daily Traffic: 3,580 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: RELIEF,  Facility Carried by Structure: 190IX NB ON-RAMP “
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.097,  Lanes on structure: 1,  Owner: State Toll Authority,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 18.0m (59.1ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 9.2m (30.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Inventory Rating: 61.7 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,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 16.52m (54.20ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Critical Feature Inspection Date: July 2021,  Bridge Improvement Cost: $5,173,000,  Roadway Improvement Cost: $3,030,000,  Total Project Cost: $8,203,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete