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

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Structure Number: 1068261,  Location: 0.5 MI S 957A ACCESS 190I (Lat: 43.141681,  Lng: -79.039514),  Route carried "on" structure: State highway 957A,  Year Built: 1963,  Year Reconstructed: 1992,  Status: Closed,  Structure Length: 58.95m (193.41ft),  Average Daily Traffic: 886 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,026 (year 2040),  Design Load: H 20,  Features Intersected: RBT MOSES PWRPLNT
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.969,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Agenciy,  Maintenance Responsibility: State Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 39,  Length of Maximum Span: 22.9m (75.1ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 1.1m (3.6ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 9.9m (32.5ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  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: 58.94m (193.37ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $18,961,000,  Roadway Improvement Cost: $11,103,000,  Total Project Cost: $30,064,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 1068262,  Location: 0.5 MI S 957A ACCESS 190I (Lat: 43.141397,  Lng: -79.039417),  Route carried "on" structure: State highway 957A,  Year Built: 1963,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 58.95m (193.41ft),  Average Daily Traffic: 886 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,026 (year 2040),  Design Load: H 20,  Features Intersected: RBT MOSES PWRPLNT
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.840,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Agenciy,  Maintenance Responsibility: State Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 39,  Length of Maximum Span: 22.9m (75.1ft),  Curb or Sidewalk Widths: Left: 1.0m (3.3ft),  Right: 1.1m (3.6ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 10.3m (33.8ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 38.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 58.94m (193.37ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $20,025,000,  Roadway Improvement Cost: $11,726,000,  Total Project Cost: $31,751,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 1074561,  Location: 0.2 MI E JCT 951A & 190I (Lat: 43.080514,  Lng: -78.987092),  Route carried "on" structure: State highway 951A,  Year Built: 1991,  Status: Open,  Structure Length: 4.36m (14.30ft),  Average Daily Traffic: 1,649 (year 2019),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,910 (year 2040),  Design Load: HS 20,  Features Intersected: RMSP RAMP W W.BND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.563,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 42.6m (139.8ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 76.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.35m (14.27ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $2,834,000,  Roadway Improvement Cost: $1,660,000,  Total Project Cost: $4,494,000 ( 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: 1074562,  Location: 0.2 MI E JCT 951A & 190I (Lat: 43.080392,  Lng: -78.987311),  Route carried "on" structure: State highway 951A,  Year Built: 1991,  Status: Open,  Structure Length: 4.36m (14.30ft),  Average Daily Traffic: 1,649 (year 2019),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,910 (year 2040),  Design Load: HS 20,  Features Intersected: RMSP RAMP W W BND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.563,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 42.6m (139.8ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 76.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.35m (14.27ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $2,846,000,  Roadway Improvement Cost: $1,667,000,  Total Project Cost: $4,513,000 ( 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: 203955,  Location: 0.4 MI E JCT RTS 182 & 61 (Lat: 43.107064,  Lng: -79.021175),  Route carried "on" structure: City street 182,  Year Built: 1995,  Status: Open,  Structure Length: 1.65m (5.41ft),  Average Daily Traffic: 8,365 (year 2019),  Truck Traffic: 2%,  Average Future Daily Traffic: 8,833 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: W BR GILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.218,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Inventory Rating: 47.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.64m (5.38ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $817,000,  Roadway Improvement Cost: $478,000,  Total Project Cost: $1,295,000 ( 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: 203956,  Location: 0.5 MI W JCT RTS 182+I190 (Lat: 43.107203,  Lng: -79.001858),  Route carried "on" structure: City street 182,  Year Built: 1962,  Status: Open,  Structure Length: 5.79m (19.00ft),  Average Daily Traffic: 8,365 (year 2019),  Truck Traffic: 2%,  Average Future Daily Traffic: 8,833 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: CSXT
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.747,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 30.5m (100.1ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 20.7m (67.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 36.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 5.79m (19.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $4,268,000,  Roadway Improvement Cost: $2,499,000,  Total Project Cost: $6,767,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 204387,  Location: 0.8 MI S JCT RTS 265 + 62 (Lat: 43.080206,  Lng: -78.959806),  Route carried "on" structure: State highway 265,  Year Built: 1949,  Status: Open,  Structure Length: 2.87m (9.42ft),  Average Daily Traffic: 2,034 (year 2018),  Truck Traffic: 3%,  Average Future Daily Traffic: 2,043 (year 2040),  Features Intersected: CAYUGA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.992,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 27.7m (90.9ft),  Curb or Sidewalk Widths: Left: 1.9m (6.2ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 14.2m (46.6ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 69.2 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 25.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: High priority of replacement,  Length Of Structure Improvement: 2.86m (9.38ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $2,853,000,  Roadway Improvement Cost: $1,671,000,  Total Project Cost: $4,524,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 204732,  Location: 1.5 MI E JCT RTS 384&190I (Lat: 43.078211,  Lng: -78.961039),  Route carried "on" structure: City street 384,  Year Built: 1977,  Year Reconstructed: 2018,  Status: Open,  Structure Length: 3.54m (11.61ft),  Average Daily Traffic: 2,796 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,952 (year 2040),  Design Load: HS 20,  Features Intersected: CAYUGA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.040,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 35.0m (114.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 68.4 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: 52.8 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: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 3.53m (11.58ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $2,587,000,  Roadway Improvement Cost: $1,515,000,  Total Project Cost: $4,102,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 204735,  Location: 0.4 MI W JCT RTS 384&61 (Lat: 43.082736,  Lng: -79.025450),  Route carried "on" structure: City street 384,  Year Built: 1993,  Status: Open,  Structure Length: 2.77m (9.09ft),  Average Daily Traffic: 3,573 (year 2018),  Truck Traffic: 10%,  Average Future Daily Traffic: 3,589 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: GILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.591,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 26.2m (86.0ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 0.0m,  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 13.9m (45.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Good,  Operating Rating: 94.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 50.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.77m (9.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $1,146,000,  Roadway Improvement Cost: $671,000,  Total Project Cost: $1,818,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 20602,  Location: JCT US 62A & SH 61 (Lat: 43.095147,  Lng: -79.023600),  Route carried "on" structure: Alternate State highway 62,  Year Built: 1979,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 10,194 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 10,764 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: GILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.671,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.7m (31.8ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 17.7m (58.1ft),  Out-to-Out Width: 23.3m (76.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 97.1 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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.00m (3.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $1,398,000,  Roadway Improvement Cost: $819,000,  Total Project Cost: $2,216,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 225755,  Location: 1 MI SW JCT RTS 31 & 61 (Lat: 43.110467,  Lng: -79.049006),  Route carried "on" structure: City street ,  Year Built: 1980,  Status: Open,  Structure Length: 4.97m (16.31ft),  Average Daily Traffic: 4,818 (year 2018),  Truck Traffic: 2%,  Average Future Daily Traffic: 5,087 (year 2040),  Design Load: HS 20,  Features Intersected: CSX TRANS/AMTRAK,  Facility Carried by Structure: ELEVENTH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.255,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.7m (54.8ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 16.4m (53.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 26.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 6.2 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: High priority of corrective action,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 4.96m (16.27ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $2,632,000,  Roadway Improvement Cost: $1,541,000,  Total Project Cost: $4,174,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 226085,  Location: NIAGARA FALLS SOUTH (Lat: 43.086964,  Lng: -79.022156),  Route carried "on" structure: City street ,  Year Built: 1946,  Year Reconstructed: 2005,  Status: Open,  Structure Length: 2.38m (7.81ft),  Average Daily Traffic: 1,597 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,686 (year 2040),  Features Intersected: GILL CREEK,  Facility Carried by Structure: PACKARD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.097,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 22.2m (72.8ft),  Curb or Sidewalk Widths: Left: 1.9m (6.2ft),  Right: 1.9m (6.2ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 17.3m (56.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 61.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 23.7 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,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 2.37m (7.78ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $2,849,000,  Roadway Improvement Cost: $1,668,000,  Total Project Cost: $4,517,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 226086,  Location: 0.1M W ON NIAGARAST&RTE61 (Lat: 43.088183,  Lng: -79.021603),  Route carried "on" structure: City street ,  Year Built: 1990,  Status: Open,  Structure Length: 2.01m (6.59ft),  Average Daily Traffic: 3,086 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 3,818 (year 2040),  Design Load: HS 20,  Features Intersected: GILL CREEK,  Facility Carried by Structure: NIAGARA STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.786,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.5m (64.0ft),  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: Fair,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 78.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum 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: 2.01m (6.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $797,000,  Roadway Improvement Cost: $467,000,  Total Project Cost: $1,264,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 226087,  Location: BTWN SH62A&SH182 OV HY PK (Lat: 43.099772,  Lng: -79.022831),  Route carried "on" structure: City street ,  Year Built: 1937,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 4.94m (16.21ft),  Average Daily Traffic: 795 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 1,113 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: HYDE PARK LAKE,  Facility Carried by Structure: ROBBINS DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.563,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.0m (68.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: 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: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 4.93m (16.17ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: September 2020,  Underwater Inspection Date: September 2019,  Bridge Improvement Cost: $1,676,000,  Roadway Improvement Cost: $981,000,  Total Project Cost: $2,657,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 226088,  Location: 1.4 MI E INT N21,I190 (Lat: 43.074756,  Lng: -78.964036),  Route carried "on" structure: City street ,  Year Built: 1982,  Status: Open,  Structure Length: 3.72m (12.20ft),  Average Daily Traffic: 2,805 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 3,470 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: LITTLE NIAG RIVER,  Facility Carried by Structure: SOUTH 86TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.193,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Navigation Control: Yes ( Vertical Clearance: 2.1m (6.9ft), Horizontal Clearance: 15.2m (49.9ft)),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 36.5m (119.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 86.2 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: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.71m (12.17ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $2,084,000,  Roadway Improvement Cost: $1,221,000,  Total Project Cost: $3,305,000 ( 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: 22609,  Location: NIAGARA FALLS EAST (Lat: 43.083744,  Lng: -78.961933),  Route carried "on" structure: City street ,  Year Built: 1956,  Status: Open,  Structure Length: 2.71m (8.89ft),  Average Daily Traffic: 1,122 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,571 (year 2040),  Features Intersected: CAYUGA CREEK,  Facility Carried by Structure: LINDBERGH AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.239,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 24.9m (81.7ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 90.4 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: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 2.71m (8.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $2,269,000,  Roadway Improvement Cost: $1,328,000,  Total Project Cost: $3,597,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 226092,  Location: NIAGARA FALLS EAST (Lat: 43.087819,  Lng: -78.958064),  Route carried "on" structure: City street ,  Year Built: 1954,  Status: Open,  Structure Length: 2.47m (8.10ft),  Average Daily Traffic: 2,391 (year 2017),  Truck Traffic: 2%,  Average Future Daily Traffic: 3,347 (year 2037),  Features Intersected: BERGHOLTZ CREEK,  Facility Carried by Structure: 91ST STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.563,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 20.7m (67.9ft),  Curb or Sidewalk Widths: Left: 1.9m (6.2ft),  Right: 1.9m (6.2ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 14.1m (46.3ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 42.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 2.46m (8.07ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $2,277,000,  Roadway Improvement Cost: $1,333,000,  Total Project Cost: $3,610,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 226093,  Location: NIAGARA FALLS EAST (Lat: 43.090056,  Lng: -78.962128),  Route carried "on" structure: City street ,  Year Built: 1978,  Status: Open,  Structure Length: 2.29m (7.51ft),  Average Daily Traffic: 4,040 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 4,998 (year 2040),  Design Load: HS 20,  Features Intersected: CAYUGA CREEK,  Facility Carried by Structure: CAYUGA DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.464,  Lanes on structure: 2,  Owner: City or Municipal 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: 22.2m (72.8ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 59.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 2.28m (7.48ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $1,494,000,  Roadway Improvement Cost: $875,000,  Total Project Cost: $2,369,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 226383,  Location: NIAGARA FALLS SE (Lat: 43.099517,  Lng: -79.001433),  Route carried "on" structure: County highway ,  Year Built: 1962,  Status: Open,  Structure Length: 8.14m (26.71ft),  Average Daily Traffic: 7,132 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 7,531 (year 2040),  Design Load: HS 20,  Features Intersected: CSX TRANSPRTATION,  Facility Carried by Structure: PACKARD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.078,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 24 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 39.6m (129.9ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 20.7m (67.9ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 39.2 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: 30.1 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: Meets minimum limits,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.13m (26.67ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $6,063,000,  Roadway Improvement Cost: $3,550,000,  Total Project Cost: $9,613,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 226384,  Location: NIAGARA FALLS NW. (Lat: 43.112322,  Lng: -79.036797),  Route carried "on" structure: City street ,  Year Built: 1966,  Year Reconstructed: 2009,  Status: Open,  Structure Length: 20.48m (67.19ft),  Average Daily Traffic: 2,762 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 2,916 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: CSX TRANS/AMTRAK,  Facility Carried by Structure: LOCKPORT STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.496,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 16.8m (55.1ft),  Skew: 20 degrees,  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 37.1m (121.7ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 16.7m (54.8ft),  Out-to-Out Width: 20.7m (67.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 65.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 20.48m (67.19ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Critical Feature Inspection Date: September 2021,  Bridge Improvement Cost: $14,795,000,  Roadway Improvement Cost: $8,664,000,  Total Project Cost: $23,459,000 ( 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: 5039547,  Location: JCT RT 182 + NIAGARA R. (Lat: 43.109308,  Lng: -79.057661),  Route carried "on" structure: Other road 955,  Year Built: 1897,  Year Reconstructed: 2013,  Status: Open,  Structure Length: 24.08m (79.00ft),  Average Daily Traffic: 1,091 (year 2011),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,096 (year 2040),  Features Intersected: NIAGARA RIVER, VIA/AMTRA
Minimum Vertical Clearance: 4.26m (13.98ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes,  Toll: Toll bridge,  Owner: Local Toll Authority,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Steel,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 167.6m (549.9ft),  Curb or Sidewalk Widths: Left: 3.3m (10.8ft),  Right: 3.3m (10.8ft),  Curb-To-Curb Width: 8.0m (26.2ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 73.6 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: High priority of corrective action,  Length Of Structure Improvement: 24.07m (78.97ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Critical Feature Inspection Date: May 2020,  Bridge Improvement Cost: $9,508,000,  Roadway Improvement Cost: $5,568,000,  Total Project Cost: $15,076,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 5039651,  Location: JCT RTS 384 + I-190 (Lat: 43.075803,  Lng: -78.990922),  Route carried "on" structure: Interstate 190,  Year Built: 2014,  Status: Open,  Structure Length: 3.02m (9.91ft),  Average Daily Traffic: 24,370 (year 1997),  Truck Traffic: 14%,  Design Load: HL 93,  Features Intersected: RTE 384
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.740,  Lanes on structure: 2,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 30.0m (98.4ft),  Curb-To-Curb Width: 15.7m (51.5ft),  Out-to-Out Width: 16.6m (54.5ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Operating Rating: 56.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 43.1 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: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 3.01m (9.88ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $2,553,000,  Roadway Improvement Cost: $1,495,000,  Total Project Cost: $4,047,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 5039652,  Location: JCT RTS 384 + I-190 (Lat: 43.075744,  Lng: -78.990628),  Route carried "on" structure: Interstate 190,  Year Built: 2014,  Status: Open,  Structure Length: 3.02m (9.91ft),  Average Daily Traffic: 14,007 (year 2020),  Truck Traffic: 16%,  Average Future Daily Traffic: 15,697 (year 2040),  Design Load: HL 93,  Features Intersected: RTE 384
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.756,  Lanes on structure: 2,  Lanes under structure: 5,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 30.0m (98.4ft),  Curb-To-Curb Width: 15.7m (51.5ft),  Out-to-Out Width: 16.6m (54.5ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Operating Rating: 58.3 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: 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: Superior to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 3.01m (9.88ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $2,720,000,  Roadway Improvement Cost: $1,593,000,  Total Project Cost: $4,313,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 5045751,  Location: INT EXIT 21 ON 190I (Lat: 43.063739,  Lng: -78.990908),  Route carried "on" structure: Interstate 190,  Year Built: 1963,  Year Reconstructed: 2013,  Status: Open,  Structure Length: 122.93m (403.31ft),  Average Daily Traffic: 28,012 (year 2014),  Truck Traffic: 14%,  Design Load: HS 20,  Features Intersected: NIAGARA RIVER, NY 957A N
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 1482.082,  Lanes on structure: 2,  Lanes under structure: 5,  Base Highway Network: Yes,  Toll: Toll bridge,  Owner: State Toll Authority,  Approaching Roadway Width: 14.6m (47.9ft),  Navigation Control: Yes ( Vertical Clearance: 12.2m (40.0ft), Horizontal Clearance: 82.3m (270.0ft)),  Material/Design: Steel continuous,  Design/Construction: Truss - Deck,  Number Of Spans In Main Unit: 11,  Number Of Approach Spans: 5,  Length of Maximum Span: 152.4m (500.0ft),  Curb or Sidewalk Widths: Left: 1.3m (4.3ft),  Right: 0.0m,  Curb-To-Curb Width: 7.5m (24.6ft),  Out-to-Out Width: 8.1m (26.6ft)

Condition: Deck: Excellent,  Superstructure: Fair,  Substructure: Good,  Channel: Very good,  Operating Rating: 51.7 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 replacement,  Underclear: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 122.92m (403.28ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: November 2021,  Critical Feature Inspection Date: November 2021,  Underwater Inspection Date: October 2021,  Bridge Improvement Cost: $58,965,000,  Roadway Improvement Cost: $34,530,000,  Total Project Cost: $93,495,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 504575A,  Location: INT EXIT 21 ON 190I (Lat: 43.074319,  Lng: -78.990442),  Route carried "on" structure: Interstate ,  Year Built: 1961,  Year Reconstructed: 1989,  Status: Open,  Structure Length: 4.08m (13.39ft),  Average Daily Traffic: 4,773 (year 2020),  Truck Traffic: 15%,  Average Future Daily Traffic: 5,349 (year 2040),  Design Load: HS 20,  Features Intersected: NY 957A NIAGARA SCENIC P,  Facility Carried by Structure: 190IX NB RAMP TO N
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.032,  Lanes on structure: 2,  Lanes under structure: 5,  Owner: State Toll Authority,  Approaching Roadway Width: 7.6m (24.9ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 39.6m (129.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 42.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 4.08m (13.39ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $2,401,000,  Roadway Improvement Cost: $1,406,000,  Total Project Cost: $3,807,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 506815,  Location: 3.8 MI W EXIT 21 OF I190 (Lat: 43.083169,  Lng: -79.062703),  Route carried "on" structure: Other road ,  Year Built: 1960,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 21.92m (71.92ft),  Average Daily Traffic: 3,230 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 4,522 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: AMERICAN RAPIDS, PARK RD,  Facility Carried by Structure: GOAT ISLND ACCESS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.064,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Park, Forest, or Reservation Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 137.1m (449.8ft),  Curb or Sidewalk Widths: Left: 2.6m (8.5ft),  Right: 2.6m (8.5ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 21.91m (71.88ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Critical Feature Inspection Date: December 2020,  Bridge Improvement Cost: $10,512,000,  Roadway Improvement Cost: $6,156,000,  Total Project Cost: $16,668,000 ( 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: 5068199,  Location: 0.1 MI W OF INT 104 & 384 (Lat: 43.089953,  Lng: -79.067342),  Route carried "on" structure: State highway 955,  Year Built: 1941,  Status: Open,  Structure Length: 44.01m (144.39ft),  Average Daily Traffic: 5,281 (year 2011),  Truck Traffic: 5%,  Average Future Daily Traffic: 5,305 (year 2040),  Design Load: HS 20,  Features Intersected: River Road / Niagara Par
Minimum Vertical Clearance: 4.87m (15.98ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 8,  Base Highway Network: Yes,  Toll: Toll bridge,  Owner: Local Toll Authority,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 20 degrees,  Navigation Control: Yes ( Vertical Clearance: 21.9m (71.9ft), Horizontal Clearance: 249.3m (817.9ft)),  Material/Design: Steel,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 10,  Length of Maximum Span: 303.2m (994.8ft),  Curb or Sidewalk Widths: Left: 3.5m (11.5ft),  Right: 0.0m,  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 20.2m (66.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 76.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 44.01m (144.39ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Critical Feature Inspection Date: May 2021,  Bridge Improvement Cost: $38,608,000,  Roadway Improvement Cost: $22,609,000,  Total Project Cost: $61,217,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 5522,  Location: NIAGARA FALLS SW (Lat: 43.084564,  Lng: -79.065533),  Route carried "on" structure: Other road ,  Year Built: 1901,  Status: Closed,  Structure Length: 12.50m (41.01ft),  Average Daily Traffic: 50 (year 2009),  Truck Traffic: 10%,  Average Future Daily Traffic: 70 (year 2029),  Features Intersected: NIAGARA RIVER,  Facility Carried by Structure: MAINLAND GREEN IS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Park, Forest, or Reservation Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 37.8m (124.0ft),  Curb or Sidewalk Widths: Left: 2.7m (8.9ft),  Right: 2.7m (8.9ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Superstructure: Critical,  Substructure: Fair,  Channel: Satisfactory,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Meets minimum limits,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 12.49m (40.98ft),  Designated Inspection Frequency: Every 12 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: December 2021,  Underwater Inspection Date: April 2018,  Bridge Improvement Cost: $6,367,000,  Roadway Improvement Cost: $3,729,000,  Total Project Cost: $10,096,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 552201,  Location: NIAGARA FALLS SW (Lat: 43.082581,  Lng: -79.066667),  Route carried "on" structure: Other road ,  Year Built: 1901,  Status: Closed,  Structure Length: 5.49m (18.01ft),  Average Daily Traffic: 50 (year 2009),  Truck Traffic: 10%,  Average Future Daily Traffic: 70 (year 2029),  Features Intersected: NIAGARA RIVER,  Facility Carried by Structure: GOAT IS-GREEN IS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Park, Forest, or Reservation Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.2m (63.0ft),  Curb or Sidewalk Widths: Left: 2.7m (8.9ft),  Right: 2.7m (8.9ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Meets minimum limits,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 5.48m (17.98ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: December 2021,  Underwater Inspection Date: April 2018,  Bridge Improvement Cost: $2,858,000,  Roadway Improvement Cost: $1,673,000,  Total Project Cost: $4,531,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 552206,  Location: GOAT ISLAND-NIAGARA FALLS (Lat: 43.082789,  Lng: -79.063058),  Route carried "on" structure: Other road ,  Year Built: 1958,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 2.44m (8.01ft),  Average Daily Traffic: 3,230 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 4,522 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: GOAT ISLAND DRIVE,  Facility Carried by Structure: AMERICAN FALLS BR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.113,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Park, Forest, or Reservation Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 23.0m (75.5ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 9.2m (30.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 56.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 2.43m (7.97ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $1,313,000,  Roadway Improvement Cost: $769,000,  Total Project Cost: $2,081,000 ( 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: 1028571,  Location: JCT RTS 62 + I 190 (Lat: 43.089531,  Lng: -78.990600),  Route carried "under" structure: US 62,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 18,672 (year 1999),  Features Intersected: 62 62 54044024, RTE 62,  Facility Carried by Structure: RTE I190
Minimum Vertical Clearance: 4.55m (14.93ft),  Kilometerpoint: 4.023,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 14.9m (48.9ft)

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Structure Number: 1028572,  Location: JCT RTS 62 + I 190 (Lat: 43.089708,  Lng: -78.990203),  Route carried "under" structure: US 62,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 18,672 (year 1999),  Features Intersected: 62 62 54044024, RTE 62,  Facility Carried by Structure: RTE I190
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 4.006,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 14.9m (48.9ft)

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Structure Number: 103627,  Location: 0.1 MI S JCT RTS 104 & 61 (Lat: 43.133842,  Lng: -79.044522),  Route carried "under" structure: Other road ,  Year Built: 1960,  Structure Length: 0. m,  Average Daily Traffic: 200 (year 2021),  Features Intersected: INTERPLANT ROAD,  Facility Carried by Structure: RTE 104
Minimum Vertical Clearance: 9.91m (32.51ft),  Kilometerpoint: 0.434,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 24.6m (80.7ft)

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Structure Number: 103966,  Location: 190I @ Exit 21 (Lat: 43.080706,  Lng: -78.990819),  Route carried "under" structure: Ramp State highway ,  Year Built: 2010,  Structure Length: 0. m,  Features Intersected: Lasalle Expy WB Ramp to,,  Facility Carried by Structure: RTE I190
Minimum Vertical Clearance: 5.26m (17.26ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 1,  Material/Design: Concrete,  Design/Construction: Culvert,  Length of Maximum Span: 14.6m (47.9ft)

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Structure Number: 1039671,  Location: 0.4 MI S JCT RT 190I& 384 (Lat: 43.085742,  Lng: -78.990981),  Route carried "under" structure: City street ,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 751 (year 2018),  Truck Traffic: 4%,  Features Intersected: GIRARD AVENUE,  Facility Carried by Structure: RTE I190
Minimum Vertical Clearance: 4.39m (14.40ft),  Kilometerpoint: 0.563,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 15.8m (51.8ft)

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Structure Number: 1039672,  Location: 0.4 MI S JCT RT 190I& 384 (Lat: 43.085753,  Lng: -78.990667),  Route carried "under" structure: City street ,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 883 (year 2017),  Truck Traffic: 2%,  Features Intersected: GIRARD AVENUE,  Facility Carried by Structure: RTE I190
Minimum Vertical Clearance: 4.50m (14.76ft),  Kilometerpoint: 0.692,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 15.8m (51.8ft)

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Structure Number: 1039701,  Location: 1.0 MI N JCT RT 190I& 182 (Lat: 43.119431,  Lng: -79.003300),  Route carried "under" structure: City street ,  Year Built: 2012,  Structure Length: 0. m,  Average Daily Traffic: 2,196 (year 2019),  Truck Traffic: 4%,  Features Intersected: LOCKPORT ROAD,  Facility Carried by Structure: RTE I190
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 0.949,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 42.0m (137.8ft)

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Structure Number: 1039702,  Location: 1.0 MI N JCT RT 190I& 182 (Lat: 43.119494,  Lng: -79.002928),  Route carried "under" structure: City street ,  Year Built: 2012,  Structure Length: 0. m,  Average Daily Traffic: 2,196 (year 2019),  Truck Traffic: 4%,  Features Intersected: LOCKPORT ROAD,  Facility Carried by Structure: RTE I190
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 2.446,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 42.0m (137.8ft)

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Structure Number: 1039711,  Location: 2.8 MI N JCT RT 190I & 31 (Lat: 43.135178,  Lng: -79.020736),  Route carried "under" structure: Other road ,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 100 (year 2021),  Features Intersected: INTERPLANT ROAD,  Facility Carried by Structure: RTE I190
Minimum Vertical Clearance: 4.54m (14.90ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.6m (70.9ft)

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Structure Number: 1039712,  Location: 2.8 MI N JCT RT 190I & 31 (Lat: 43.135189,  Lng: -79.020458),  Route carried "under" structure: Other road ,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 100 (year 2021),  Features Intersected: INTERPLANT ROAD,  Facility Carried by Structure: RTE I190
Minimum Vertical Clearance: 4.42m (14.50ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.6m (70.9ft)

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Structure Number: 1064909,  Location: 0.1 MI E JCT RT 951A&190I (Lat: 43.080142,  Lng: -78.981744),  Route carried "under" structure: City street ,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 2,273 (year 2019),  Truck Traffic: 3%,  Features Intersected: 72ND STREET,  Facility Carried by Structure: RTE 951A
Minimum Vertical Clearance: 4.44m (14.57ft),  Kilometerpoint: 0.000,  Lanes on structure: 7,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.9m (85.0ft)

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Structure Number: 1064919,  Location: 0.1 MI E JCT RT 951A&190I (Lat: 43.079750,  Lng: -78.975992),  Route carried "under" structure: City street ,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 2,423 (year 2019),  Truck Traffic: 3%,  Features Intersected: 77TH STREET,  Facility Carried by Structure: RTE 951A
Minimum Vertical Clearance: 4.42m (14.50ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.9m (94.8ft)

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Structure Number: 106492,  Location: 1.5 MI E JCT RT 951A&190I (Lat: 43.079039,  Lng: -78.963856),  Route carried "under" structure: City street ,  Year Built: 1970,  Structure Length: 0. m,  Features Intersected: 87TH STREET,  Facility Carried by Structure: RTE 951A
Minimum Vertical Clearance: 4.39m (14.40ft),  Kilometerpoint: 0.161,  Lanes on structure: 1,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.6m (84.0ft)

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Structure Number: 1064939,  Location: 1.5 MI E JCT RT 951A&190I (Lat: 43.078717,  Lng: -78.963858),  Route carried "under" structure: City street ,  Year Built: 1970,  Structure Length: 0. m,  Features Intersected: 87TH STREET,  Facility Carried by Structure: RTE 951A
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.9m (85.0ft)