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

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Structure Number: 1001639,  Location: JCT RTS 5 + I-290 (Lat: 42.959247,  Lng: -78.766681),  Route carried "on" structure: State highway 5,  Year Built: 1963,  Year Reconstructed: 2006,  Status: Open,  Structure Length: 6.49m (21.29ft),  Average Daily Traffic: 30,768 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 30,912 (year 2040),  Design Load: HS 20,  Features Intersected: 290I290I53011093, RTE I2
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 59.951,  Lanes on structure: 7,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 27.4m (89.9ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 33.8m (110.9ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 27.4m (89.9ft),  Out-to-Out Width: 37.2m (122.0ft)

Condition: Deck: Satisfactory,  Superstructure: Poor,  Substructure: Good,  Operating Rating: 59.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 6.49m (21.29ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $8,501,000,  Roadway Improvement Cost: $4,978,000,  Total Project Cost: $13,479,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 103029,  Location: JCT STATE HWYS 324 & 78 (Lat: 42.978194,  Lng: -78.696947),  Route carried "on" structure: State highway 324,  Year Built: 1998,  Status: Open,  Structure Length: 3.54m (11.61ft),  Average Daily Traffic: 19,452 (year 2019),  Truck Traffic: 2%,  Average Future Daily Traffic: 19,543 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: RTE 78, TRANSIT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 31.311,  Lanes on structure: 5,  Lanes under structure: 10,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  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: 19.5m (64.0ft),  Out-to-Out Width: 23.2m (76.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 81.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.53m (11.58ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $4,906,000,  Roadway Improvement Cost: $2,873,000,  Total Project Cost: $7,779,000 ( 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: 10303,  Location: 4.6 MI S JCT RTS 78 & 263 (Lat: 43.016961,  Lng: -78.696994),  Route carried "on" structure: State highway 78,  Year Built: 2000,  Status: Open,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 21,310 (year 2018),  Truck Traffic: 3%,  Average Future Daily Traffic: 21,410 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: GOTT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 45.985,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.4m (66.9ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.1m (56.1ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 20.4m (66.9ft),  Out-to-Out Width: 24.8m (81.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 54.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.82m (5.97ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $1,798,000,  Roadway Improvement Cost: $1,053,000,  Total Project Cost: $2,850,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 103031,  Location: 3.4 MI S JCT RTS 78 & 263 (Lat: 43.034550,  Lng: -78.696942),  Route carried "on" structure: State highway 78,  Year Built: 1993,  Status: Open,  Structure Length: 1.80m (5.91ft),  Average Daily Traffic: 14,331 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 14,398 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: RANSOM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 47.932,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.4m (53.8ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 18.1m (59.4ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 57.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 53.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.79m (5.87ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $856,000,  Roadway Improvement Cost: $501,000,  Total Project Cost: $1,357,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 103032,  Location: 2.5 MI S JCT RTS 78 + 263 (Lat: 43.046733,  Lng: -78.696900),  Route carried "on" structure: State highway 78,  Year Built: 2015,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 14,331 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 14,398 (year 2040),  Features Intersected: GILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 49.300,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 15.4m (50.5ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 70.8 metric tons,  Method Used To Determine Operating Rating: Load Testing,  Inventory Rating: 41.7 metric tons,  Method Used To Determine Inventory Rating: Load Testing,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.79m (2.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $337,000,  Roadway Improvement Cost: $197,000,  Total Project Cost: $534,000 ( Estimate for 2021)

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Structure Number: 103034,  Location: 0.2 MI N JCT RTS 78 & 263 (Lat: 43.086336,  Lng: -78.696906),  Route carried "on" structure: State highway 78,  Year Built: 1998,  Status: Open,  Structure Length: 4.45m (14.60ft),  Average Daily Traffic: 28,203 (year 2018),  Truck Traffic: 4%,  Average Future Daily Traffic: 28,335 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: TONAWANDA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 53.676,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.8m (78.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 43.2m (141.7ft),  Curb-To-Curb Width: 23.8m (78.1ft),  Out-to-Out Width: 24.4m (80.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Very 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: Better than present minimum criteria,  Waterway Adequacy: Equal to 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: April 2021,  Bridge Improvement Cost: $4,734,000,  Roadway Improvement Cost: $2,772,000,  Total Project Cost: $7,506,000 ( 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: 1043751,  Location: JCT RT 263 + I-290 (Lat: 42.984786,  Lng: -78.793942),  Route carried "on" structure: Interstate 290,  Year Built: 1964,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 5.52m (18.11ft),  Average Daily Traffic: 53,023 (year 2015),  Truck Traffic: 14%,  Features Intersected: 263 263 53011018, RTE 2
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.730,  Lanes on structure: 4,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.9m (62.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 18.7m (61.4ft),  Out-to-Out Width: 19.7m (64.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 35.0 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: 27.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.51m (18.08ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $3,962,000,  Roadway Improvement Cost: $2,320,000,  Total Project Cost: $6,282,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1043752,  Location: JCT RT 263 + I-290 (Lat: 42.984614,  Lng: -78.794089),  Route carried "on" structure: Interstate 290,  Year Built: 1964,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 5.46m (17.91ft),  Average Daily Traffic: 44,183 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 49,515 (year 2040),  Features Intersected: 263 263 53011018, RTE 2
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.730,  Lanes on structure: 4,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.8m (65.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 20.8m (68.2ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 46.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 36.0 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: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.45m (17.88ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $4,149,000,  Roadway Improvement Cost: $2,429,000,  Total Project Cost: $6,578,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 104379,  Location: 2.6MI SW JCT RTS 263 & 78 (Lat: 43.052917,  Lng: -78.728111),  Route carried "on" structure: State highway 263,  Year Built: 1990,  Status: Open,  Structure Length: 2.47m (8.10ft),  Average Daily Traffic: 18,061 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 18,145 (year 2040),  Design Load: HS 20,  Features Intersected: RANSOM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.695,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 23.7m (77.8ft),  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 25.2m (82.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 19.1 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: 13.0 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: High priority of corrective action,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.46m (8.07ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $1,859,000,  Roadway Improvement Cost: $1,088,000,  Total Project Cost: $2,947,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 104434,  Location: JCT RT 277 + I-98 (Lat: 42.951958,  Lng: -78.754808),  Route carried "on" structure: State highway 277,  Year Built: 1954,  Year Reconstructed: 1976,  Status: Open,  Structure Length: 6.04m (19.82ft),  Average Daily Traffic: 8,755 (year 2018),  Truck Traffic: 3%,  Average Future Daily Traffic: 8,796 (year 2040),  Design Load: HS 20,  Features Intersected: 90IX WB, RTE I90
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 31.199,  Lanes on structure: 4,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Toll Authority,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Steel continuous,  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: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 14.7m (48.2ft),  Out-to-Out Width: 18.4m (60.4ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 50.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.9 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 desirable criteria,  Length Of Structure Improvement: 6.03m (19.78ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $4,866,000,  Roadway Improvement Cost: $2,850,000,  Total Project Cost: $7,716,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 104504,  Location: 0.5 MI W JCT RT 263 +I290 (Lat: 42.990869,  Lng: -78.799608),  Route carried "on" structure: County highway ,  Year Built: 1961,  Status: Open,  Structure Length: 7.92m (25.98ft),  Average Daily Traffic: 17,437 (year 2018),  Truck Traffic: 2%,  Average Future Daily Traffic: 17,518 (year 2040),  Features Intersected: 290 290 53011064, RTE 2,  Facility Carried by Structure: MAPLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.834,  Lanes on structure: 4,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 19.8m (65.0ft),  Skew: 22 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 22.5m (73.8ft),  Curb-To-Curb Width: 18.1m (59.4ft),  Out-to-Out Width: 19.3m (63.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 59.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.92m (25.98ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $5,524,000,  Roadway Improvement Cost: $3,235,000,  Total Project Cost: $8,759,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 104505,  Location: 0.5 MI W JCT RT 263 +I290 (Lat: 42.990325,  Lng: -78.799111),  Route carried "on" structure: Interstate 290,  Year Built: 1965,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 72,483 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 81,231 (year 2040),  Features Intersected: ELLICOTT CRK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.006,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.7m (44.9ft),  Skew: 22 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.5m (14.8ft)

Condition: Channel: Very good,  Culverts: Fair,  Operating Rating: 75.8 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,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.06m (3.48ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $404,000,  Roadway Improvement Cost: $237,000,  Total Project Cost: $641,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1045061,  Location: JCT RT 324 + I-290 (Lat: 42.978636,  Lng: -78.783197),  Route carried "on" structure: Interstate 290,  Year Built: 1964,  Year Reconstructed: 2006,  Status: Open,  Structure Length: 9.42m (30.91ft),  Average Daily Traffic: 57,240 (year 2015),  Truck Traffic: 8%,  Features Intersected: 324 324 53021151 EB, RT
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.792,  Lanes on structure: 3,  Lanes under structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 24.6m (80.7ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 82.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.41m (30.87ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $4,692,000,  Roadway Improvement Cost: $2,748,000,  Total Project Cost: $7,440,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1045062,  Location: JCT RT 324 + I-290 (Lat: 42.978664,  Lng: -78.783681),  Route carried "on" structure: Interstate 290,  Year Built: 1964,  Year Reconstructed: 2017,  Status: Open,  Structure Length: 9.57m (31.40ft),  Average Daily Traffic: 44,183 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 49,515 (year 2040),  Features Intersected: 324 324 53021151 EB, RT
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.792,  Lanes on structure: 3,  Lanes under structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 25.0m (82.0ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 20.8m (68.2ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 77.1 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: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.57m (31.40ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 12 months,  Inspection Date: September 2021,  Critical Feature Inspection Date: September 2021,  Bridge Improvement Cost: $7,213,000,  Roadway Improvement Cost: $4,224,000,  Total Project Cost: $11,437,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 104507,  Location: JCT I-290 + I-90 (Lat: 42.956833,  Lng: -78.766133),  Route carried "on" structure: Ramp Interstate 290,  Year Built: 1964,  Year Reconstructed: 2006,  Status: Open,  Structure Length: 6.92m (22.70ft),  Average Daily Traffic: 3,059 (year 2018),  Truck Traffic: 15%,  Average Future Daily Traffic: 3,428 (year 2040),  Features Intersected: 290I290I53011095 WB, RTE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.402,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.3m (46.9ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 20.4m (66.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 6.91m (22.67ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $2,907,000,  Roadway Improvement Cost: $1,702,000,  Total Project Cost: $4,609,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 104589,  Location: 0.1MI E.JCT RT 324 & 277 (Lat: 42.978014,  Lng: -78.764089),  Route carried "on" structure: State highway 324,  Year Built: 1989,  Status: Open,  Structure Length: 3.47m (11.38ft),  Average Daily Traffic: 24,793 (year 2019),  Truck Traffic: 1%,  Average Future Daily Traffic: 24,909 (year 2040),  Design Load: HS 20,  Features Intersected: ELLICOTT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.808,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 33.5m (109.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 23.7m (77.8ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.47m (11.38ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $2,182,000,  Roadway Improvement Cost: $1,278,000,  Total Project Cost: $3,460,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 10717,  Location: 1 MI NE JCT SH 263 & I290 (Lat: 42.994744,  Lng: -78.787056),  Route carried "on" structure: Ramp Other road ,  Year Built: 1980,  Status: Open,  Structure Length: 7.50m (24.61ft),  Average Daily Traffic: 304 (year 2017),  Truck Traffic: 1%,  Average Future Daily Traffic: 305 (year 2040),  Design Load: HS 20,  Features Intersected: 263 263 53011026, RTE 26,  Facility Carried by Structure: RAMP O TO SH 263
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.225,  Lanes on structure: 1,  Lanes under structure: 5,  Owner: State Agenciy,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 36.8m (120.7ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 98.9 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: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.49m (24.57ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $2,685,000,  Roadway Improvement Cost: $1,572,000,  Total Project Cost: $4,258,000 ( 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: 107171,  Location: 1.2 MI NE JCT RT 263+I290 (Lat: 42.996175,  Lng: -78.785456),  Route carried "on" structure: Ramp Other road ,  Year Built: 1980,  Status: Open,  Structure Length: 8.08m (26.51ft),  Average Daily Traffic: 1,871 (year 2017),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,879 (year 2040),  Design Load: HS 20,  Features Intersected: 263 263 53011027, RTE 26,  Facility Carried by Structure: RAMP P FROM RT263
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.290,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Agenciy,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 39.6m (129.9ft),  Curb-To-Curb Width: 10.8m (35.4ft),  Out-to-Out Width: 11.9m (39.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  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: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.07m (26.48ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $4,081,000,  Roadway Improvement Cost: $2,390,000,  Total Project Cost: $6,470,000 ( 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: 107172,  Location: 0.8 MI SW INT RT 263 +270 (Lat: 43.006003,  Lng: -78.773097),  Route carried "on" structure: State highway 263,  Year Built: 1980,  Status: Open,  Structure Length: 7.47m (24.51ft),  Average Daily Traffic: 13,075 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 13,136 (year 2040),  Design Load: HS 20,  Features Intersected: ELLICOTT CREEK, AMHERST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.179,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.4m (66.9ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 33.5m (109.9ft),  Curb-To-Curb Width: 20.4m (66.9ft),  Out-to-Out Width: 21.3m (69.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 15.9 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: 12.3 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: High priority of corrective action,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.46m (24.48ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $6,253,000,  Roadway Improvement Cost: $3,662,000,  Total Project Cost: $9,915,000 ( 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: 1071851,  Location: 1.0 MI NW JCT RT 263+290I (Lat: 42.997264,  Lng: -78.807553),  Route carried "on" structure: Interstate 290,  Year Built: 1983,  Status: Open,  Structure Length: 5.52m (18.11ft),  Average Daily Traffic: 51,953 (year 2012),  Truck Traffic: 14%,  Design Load: HS 20,  Features Intersected: RTE I990, RAMPYELN TO 99
Minimum Vertical Clearance: 5.30m (17.39ft),  Kilometerpoint: 9.960,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 54.2m (177.8ft),  Curb-To-Curb Width: 16.2m (53.1ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  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: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.51m (18.08ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $3,692,000,  Roadway Improvement Cost: $2,162,000,  Total Project Cost: $5,854,000 ( 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: 1071852,  Location: 1.0 MI NW JCT RT 263+290I (Lat: 42.996989,  Lng: -78.807564),  Route carried "on" structure: Interstate 290,  Year Built: 1983,  Year Reconstructed: 2006,  Status: Open,  Structure Length: 5.52m (18.11ft),  Average Daily Traffic: 36,242 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 40,616 (year 2040),  Design Load: HS 20,  Features Intersected: RTE I990
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.960,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 54.2m (177.8ft),  Curb-To-Curb Width: 16.2m (53.1ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 96.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 57.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.51m (18.08ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $3,692,000,  Roadway Improvement Cost: $2,162,000,  Total Project Cost: $5,854,000 ( 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: 107186,  Location: 1 MI NW JCT SH 263 & I290 (Lat: 42.997464,  Lng: -78.808175),  Route carried "on" structure: Ramp Interstate 990,  Year Built: 1983,  Year Reconstructed: 2006,  Status: Open,  Structure Length: 14.08m (46.19ft),  Average Daily Traffic: 40,428 (year 2018),  Truck Traffic: 3%,  Average Future Daily Traffic: 45,307 (year 2040),  Design Load: HS 20,  Features Intersected: 290I 290I53011058 WB, RT
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.788,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 72.8m (238.8ft),  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Satisfactory,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 14.08m (46.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $6,812,000,  Roadway Improvement Cost: $3,989,000,  Total Project Cost: $10,801,000 ( 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: 1071871,  Location: 1.5 MI N JCT RTS 290I+263 (Lat: 43.004433,  Lng: -78.803767),  Route carried "on" structure: Interstate 990,  Year Built: 1983,  Status: Open,  Structure Length: 3.23m (10.60ft),  Average Daily Traffic: 25,546 (year 2012),  Truck Traffic: 5%,  Design Load: HS 20,  Features Intersected: CHESTNUT RIDGE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.480,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 30.7m (100.7ft),  Curb-To-Curb Width: 21.0m (68.9ft),  Out-to-Out Width: 21.9m (71.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  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: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.23m (10.60ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $3,181,000,  Roadway Improvement Cost: $1,863,000,  Total Project Cost: $5,044,000 ( 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: 1071872,  Location: 1.5 MI W JCT RTS 290I+263 (Lat: 43.004300,  Lng: -78.802803),  Route carried "on" structure: Interstate 990,  Year Built: 1983,  Status: Open,  Structure Length: 3.41m (11.19ft),  Average Daily Traffic: 20,214 (year 2018),  Truck Traffic: 3%,  Average Future Daily Traffic: 22,654 (year 2040),  Design Load: HS 20,  Features Intersected: CHESTNUT RIDGE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.818,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 32.6m (107.0ft),  Curb-To-Curb Width: 21.0m (68.9ft),  Out-to-Out Width: 21.9m (71.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 84.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.41m (11.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $3,185,000,  Roadway Improvement Cost: $1,865,000,  Total Project Cost: $5,050,000 ( 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: 107188,  Location: 1.7 MI N JCT I290 & SH263 (Lat: 43.007683,  Lng: -78.803742),  Route carried "on" structure: Ramp Interstate 990,  Year Built: 1983,  Status: Open,  Structure Length: 13.41m (44.00ft),  Average Daily Traffic: 52,179 (year 2013),  Truck Traffic: 4%,  Average Future Daily Traffic: 73,051 (year 2033),  Design Load: HS 20,  Features Intersected: RTE I990, 990I 990I53011
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.915,  Lanes on structure: 1,  Lanes under structure: 7,  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: 3,  Length of Maximum Span: 46.6m (152.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  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: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 13.41m (44.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $3,922,000,  Roadway Improvement Cost: $2,297,000,  Total Project Cost: $6,218,000 ( 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: 1072561,  Location: 1.2 MI E JCT 62 & I-290 (Lat: 43.006531,  Lng: -78.798833),  Route carried "on" structure: Ramp Other road 990,  Year Built: 1982,  Status: Open,  Structure Length: 13.90m (45.60ft),  Average Daily Traffic: 1,481 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,716 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: 952T 952T53011011 NB, RT
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.434,  Lanes on structure: 1,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 54.5m (178.8ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 80.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 13.89m (45.57ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $4,107,000,  Roadway Improvement Cost: $2,405,000,  Total Project Cost: $6,513,000 ( 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: 1072562,  Location: 1.2 MI E JCT 62 & I-290 (Lat: 43.006300,  Lng: -78.798828),  Route carried "on" structure: Ramp Other road 990,  Year Built: 1982,  Status: Open,  Structure Length: 13.23m (43.41ft),  Average Daily Traffic: 1,481 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,716 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: 952T 952T53011011, RTE 9
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.434,  Lanes on structure: 1,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 47.8m (156.8ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Very 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: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 13.22m (43.37ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $3,908,000,  Roadway Improvement Cost: $2,289,000,  Total Project Cost: $6,197,000 ( 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: 1072601,  Location: 1.7 MI NW INT RTS263+I290 (Lat: 42.993431,  Lng: -78.802553),  Route carried "on" structure: Interstate 290,  Year Built: 1982,  Status: Open,  Structure Length: 4.45m (14.60ft),  Average Daily Traffic: 51,953 (year 2012),  Truck Traffic: 14%,  Design Load: HS 20,  Features Intersected: RTE 952T
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.523,  Lanes on structure: 5,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 26.8m (87.9ft),  Skew: 2 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: 32.8m (107.6ft),  Out-to-Out Width: 33.7m (110.6ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Poor,  Operating Rating: 94.3 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: 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: 4.45m (14.60ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $6,693,000,  Roadway Improvement Cost: $3,920,000,  Total Project Cost: $10,613,000 ( 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: 1072602,  Location: 1.7 MI NW INT RTS263+I290 (Lat: 42.993242,  Lng: -78.802669),  Route carried "on" structure: Interstate 290,  Year Built: 1982,  Status: Open,  Structure Length: 4.45m (14.60ft),  Average Daily Traffic: 36,242 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 40,616 (year 2040),  Design Load: HS 20,  Features Intersected: RTE 952T
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.523,  Lanes on structure: 5,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.8m (78.1ft),  Skew: 2 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: 24.7m (81.0ft),  Out-to-Out Width: 25.6m (84.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Poor,  Inventory Rating: 64.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to 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: May 2021,  Bridge Improvement Cost: $5,084,000,  Roadway Improvement Cost: $2,977,000,  Total Project Cost: $8,061,000 ( 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: 1072631,  Location: 1.5 MI N INT I990 & I290 (Lat: 43.018306,  Lng: -78.799061),  Route carried "on" structure: Interstate 990,  Year Built: 1984,  Status: Open,  Structure Length: 5.79m (19.00ft),  Average Daily Traffic: 26,090 (year 2013),  Truck Traffic: 6%,  Design Load: HS 20+Mod,  Features Intersected: RTE 952T
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.009,  Lanes on structure: 4,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 56.3m (184.7ft),  Curb-To-Curb Width: 23.7m (77.8ft),  Out-to-Out Width: 24.6m (80.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  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: Equal to 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: 5.79m (19.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $5,914,000,  Roadway Improvement Cost: $3,463,000,  Total Project Cost: $9,377,000 ( 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: 1072632,  Location: 1.5 MI N INT I990 & I290 (Lat: 43.017600,  Lng: -78.799056),  Route carried "on" structure: Interstate 990,  Year Built: 1984,  Status: Open,  Structure Length: 6.10m (20.01ft),  Average Daily Traffic: 17,890 (year 2018),  Truck Traffic: 3%,  Average Future Daily Traffic: 20,049 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: RTE 952T
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.363,  Lanes on structure: 3,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 59.4m (194.9ft),  Curb-To-Curb Width: 18.5m (60.7ft),  Out-to-Out Width: 19.4m (63.6ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 93.4 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: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.09m (19.98ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $4,865,000,  Roadway Improvement Cost: $2,849,000,  Total Project Cost: $7,715,000 ( 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: 1072641,  Location: 1.7MI N INT RTS I990&I290 (Lat: 43.021731,  Lng: -78.794731),  Route carried "on" structure: Interstate 990,  Year Built: 1984,  Status: Open,  Structure Length: 15.24m (50.00ft),  Average Daily Traffic: 19,383 (year 2013),  Truck Traffic: 6%,  Design Load: HS 20+Mod,  Features Intersected: ELLICOTT CREEK, ELLICOTT
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.604,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 75.8m (248.7ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 17.7m (58.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Poor,  Channel: Very good,  Operating Rating: 69.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 15.24m (50.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $9,603,000,  Roadway Improvement Cost: $5,624,000,  Total Project Cost: $15,227,000 ( 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: 1072642,  Location: 1.7MI N INT RTS I990&I290 (Lat: 43.021653,  Lng: -78.794078),  Route carried "on" structure: Interstate 990,  Year Built: 1984,  Status: Open,  Structure Length: 9.72m (31.89ft),  Average Daily Traffic: 17,304 (year 2018),  Truck Traffic: 3%,  Average Future Daily Traffic: 19,392 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: ELLICOTT CREEK, ELLICOTT
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.958,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 48.1m (157.8ft),  Curb-To-Curb Width: 19.2m (63.0ft),  Out-to-Out Width: 19.8m (65.0ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 77.1 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: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.72m (31.89ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: April 2021,  Underwater Inspection Date: July 2017,  Bridge Improvement Cost: $7,130,000,  Roadway Improvement Cost: $4,175,000,  Total Project Cost: $11,305,000 ( 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: 1072651,  Location: 1.2 MI W JCT RTS 990I&270 (Lat: 43.023828,  Lng: -78.790431),  Route carried "on" structure: Interstate 990,  Year Built: 1984,  Status: Open,  Structure Length: 4.57m (14.99ft),  Average Daily Traffic: 19,383 (year 2013),  Truck Traffic: 6%,  Design Load: HS 20+Mod,  Features Intersected: CR45-DODGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.039,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.8m (55.1ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 42.0m (137.8ft),  Curb-To-Curb Width: 16.8m (55.1ft),  Out-to-Out Width: 18.4m (60.4ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Satisfactory,  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: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.57m (14.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $3,630,000,  Roadway Improvement Cost: $2,126,000,  Total Project Cost: $5,755,000 ( 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: 1072652,  Location: 1.1 MI W JCT RTS 990I&270 (Lat: 43.023783,  Lng: -78.789556),  Route carried "on" structure: Interstate 990,  Year Built: 1984,  Status: Open,  Structure Length: 4.39m (14.40ft),  Average Daily Traffic: 17,304 (year 2018),  Truck Traffic: 3%,  Average Future Daily Traffic: 19,392 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: CR45-DODGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.409,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.8m (55.1ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 42.0m (137.8ft),  Curb-To-Curb Width: 16.8m (55.1ft),  Out-to-Out Width: 18.4m (60.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 59.9 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: 4.38m (14.37ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $3,715,000,  Roadway Improvement Cost: $2,175,000,  Total Project Cost: $5,890,000 ( 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: 1072661,  Location: 0.8 MI W JCT RTS 990I&270 (Lat: 43.025728,  Lng: -78.782386),  Route carried "on" structure: Interstate 990,  Year Built: 1984,  Status: Open,  Structure Length: 5.18m (16.99ft),  Average Daily Traffic: 19,759 (year 2014),  Truck Traffic: 13%,  Design Load: HS 20+Mod,  Features Intersected: AUDUBON PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.666,  Lanes on structure: 3,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.8m (55.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 51.2m (168.0ft),  Curb-To-Curb Width: 16.8m (55.1ft),  Out-to-Out Width: 17.9m (58.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 84.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  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: 5.18m (16.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $3,853,000,  Roadway Improvement Cost: $2,256,000,  Total Project Cost: $6,110,000 ( 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: 1072662,  Location: 0.8 MI W JCT RTS 990I&270 (Lat: 43.025425,  Lng: -78.782267),  Route carried "on" structure: Interstate 990,  Year Built: 1984,  Status: Open,  Structure Length: 5.18m (16.99ft),  Average Daily Traffic: 17,304 (year 2018),  Truck Traffic: 3%,  Average Future Daily Traffic: 19,392 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: AUDUBON PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.020,  Lanes on structure: 3,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.8m (55.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 51.2m (168.0ft),  Curb-To-Curb Width: 16.8m (55.1ft),  Out-to-Out Width: 17.9m (58.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 84.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than 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: 5.18m (16.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $3,853,000,  Roadway Improvement Cost: $2,256,000,  Total Project Cost: $6,110,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing