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

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Structure Number: 101153,  Location: JCT RTS 15&NYS THRUWAY (Lat: 43.047508,  Lng: -77.658031),  Route carried "on" structure: State highway 15,  Year Built: 1953,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 7.86m (25.79ft),  Average Daily Traffic: 16,722 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 20,313 (year 2040),  Design Load: H 20,  Features Intersected: 90IX EB, RTE I90
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.679,  Lanes on structure: 4,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Toll Authority,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 23.5m (77.1ft),  Curb-To-Curb Width: 19.2m (63.0ft),  Out-to-Out Width: 20.1m (65.9ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Poor,  Operating Rating: 68.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.86m (25.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $3,874,000,  Roadway Improvement Cost: $2,268,000,  Total Project Cost: $6,142,000 ( 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: 101154,  Location: 1 MI S JCT RTS 15& 252 (Lat: 43.083664,  Lng: -77.638678),  Route carried "on" structure: State highway 15,  Year Built: 1994,  Status: Open,  Structure Length: 1.80m (5.91ft),  Average Daily Traffic: 16,341 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 19,851 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: RED CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.943,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  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: 17.6m (57.7ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 24.4m (80.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 60.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable 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: 1.79m (5.87ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $930,000,  Roadway Improvement Cost: $545,000,  Total Project Cost: $1,475,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 101162,  Location: JCT RTS 15A &NYS THRUWAY (Lat: 43.047064,  Lng: -77.618997),  Route carried "on" structure: Alternate State highway 15A,  Year Built: 1991,  Status: Open,  Structure Length: 8.90m (29.20ft),  Average Daily Traffic: 3,978 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 4,832 (year 2040),  Design Load: HS 20,  Features Intersected: 90IX, RTE I90
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.371,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Toll Authority,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 44.1m (144.7ft),  Curb-To-Curb Width: 13.2m (43.3ft),  Out-to-Out Width: 14.2m (46.6ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 55.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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: 8.90m (29.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $3,132,000,  Roadway Improvement Cost: $1,834,000,  Total Project Cost: $4,966,000 ( 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: 104342,  Location: 0.8MI W JCT RTS 252 15 (Lat: 43.092358,  Lng: -77.651900),  Route carried "on" structure: State highway 252,  Year Built: 1971,  Status: Open,  Structure Length: 1.77m (5.81ft),  Average Daily Traffic: 17,270 (year 2018),  Truck Traffic: 4%,  Average Future Daily Traffic: 17,351 (year 2040),  Design Load: HS 20,  Features Intersected: RED CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.783,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.1m (52.8ft),  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: 23.8m (78.1ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.76m (5.77ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $2,275,000,  Roadway Improvement Cost: $1,332,000,  Total Project Cost: $3,608,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Other Coated Reinforcing

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Structure Number: 1063789,  Location: JCT RTS 15 + 252 (Lat: 43.088036,  Lng: -77.636308),  Route carried "on" structure: State highway 252,  Year Built: 1970,  Status: Open,  Structure Length: 8.56m (28.08ft),  Average Daily Traffic: 25,980 (year 2018),  Truck Traffic: 4%,  Average Future Daily Traffic: 26,102 (year 2040),  Design Load: HS 20,  Features Intersected: East Loop, West Loop, RT
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.102,  Lanes on structure: 4,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State 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: 33.2m (108.9ft),  Curb or Sidewalk Widths: Left: 0.8m (2.6ft),  Right: 0.8m (2.6ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 22.3m (73.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Poor,  Operating Rating: 72.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 8.56m (28.08ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $4,444,000,  Roadway Improvement Cost: $2,602,000,  Total Project Cost: $7,047,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other,  Deck Protection: Other Coated Reinforcing

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Structure Number: 106907,  Location: 2MI SE JCT RTS 15&I-90 (Lat: 43.026717,  Lng: -77.656133),  Route carried "on" structure: Other road ,  Year Built: 1977,  Status: Open,  Structure Length: 9.08m (29.79ft),  Average Daily Traffic: 1,495 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,093 (year 2036),  Design Load: HS 20,  Features Intersected: 390I390I43031065, RTE I3,  Facility Carried by Structure: MARTIN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.859,  Lanes on structure: 2,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 44.8m (147.0ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 17.8m (58.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 78.0 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: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.08m (29.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $3,895,000,  Roadway Improvement Cost: $2,281,000,  Total Project Cost: $6,175,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 106908,  Location: ERIE STA RD OVER GEN EXPW (Lat: 43.040531,  Lng: -77.651511),  Route carried "on" structure: County highway ,  Year Built: 1976,  Status: Open,  Structure Length: 8.41m (27.59ft),  Average Daily Traffic: 2,804 (year 2017),  Truck Traffic: 2%,  Average Future Daily Traffic: 3,406 (year 2040),  Design Load: HS 20,  Features Intersected: 390I390I43031075, RTE I3,  Facility Carried by Structure: ERIE STATION ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.821,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 14.3m (46.9ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 41.4m (135.8ft),  Curb-To-Curb Width: 14.3m (46.9ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 61.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 47.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.41m (27.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $3,124,000,  Roadway Improvement Cost: $1,830,000,  Total Project Cost: $4,954,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 107004,  Location: 1.5 MI N JCT.RTS 390I&253 (Lat: 43.076147,  Lng: -77.626828),  Route carried "on" structure: County highway ,  Year Built: 1980,  Status: Open,  Structure Length: 6.13m (20.11ft),  Average Daily Traffic: 12,046 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 12,102 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: 390I390I43031103SB, RTE,  Facility Carried by Structure: HYLAN DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.885,  Lanes on structure: 5,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 30.1m (98.8ft),  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: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 83.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 64.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.12m (20.08ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $3,976,000,  Roadway Improvement Cost: $2,328,000,  Total Project Cost: $6,304,000 ( 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: 1070051,  Location: 1.1 MI N JCT I390 & SH253 (Lat: 43.072700,  Lng: -77.632328),  Route carried "on" structure: Interstate 390,  Year Built: 1980,  Status: Open,  Structure Length: 8.53m (27.99ft),  Average Daily Traffic: 31,059 (year 2015),  Truck Traffic: 10%,  Design Load: HS 20+Mod,  Features Intersected: LIVONIA AVON LAKEVIEW RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.977,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.3m (46.9ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 25.9m (85.0ft),  Curb-To-Curb Width: 18.1m (59.4ft),  Out-to-Out Width: 19.2m (63.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 63.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 19.1 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: Meets minimum limits,  Deck Geometry: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.53m (27.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $3,407,000,  Roadway Improvement Cost: $1,995,000,  Total Project Cost: $5,403,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 1070052,  Location: 1.1 MI N JCT I390 & SH253 (Lat: 43.072478,  Lng: -77.632056),  Route carried "on" structure: Interstate 390,  Year Built: 1980,  Status: Open,  Structure Length: 8.53m (27.99ft),  Average Daily Traffic: 19,100 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 26,561 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: LIVONIA AVON LAKEVIEW RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.945,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.2m (53.1ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 25.9m (85.0ft),  Curb-To-Curb Width: 16.2m (53.1ft),  Out-to-Out Width: 17.2m (56.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 73.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.53m (27.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $3,056,000,  Roadway Improvement Cost: $1,789,000,  Total Project Cost: $4,845,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 1070061,  Location: .7 MI N JCT I390 & SH 253 (Lat: 43.068164,  Lng: -77.636644),  Route carried "on" structure: Interstate 390,  Year Built: 1980,  Status: Open,  Structure Length: 4.91m (16.11ft),  Average Daily Traffic: 31,059 (year 2015),  Truck Traffic: 10%,  Design Load: HS 20+Mod,  Features Intersected: CALKINS RD-CR 39
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.414,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 29.0m (95.1ft),  Curb-To-Curb Width: 16.2m (53.1ft),  Out-to-Out Width: 17.2m (56.4ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 69.0 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: 53.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: 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: 4.90m (16.08ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $2,175,000,  Roadway Improvement Cost: $1,274,000,  Total Project Cost: $3,449,000 ( 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: 1070062,  Location: .7 MI N JCT I390 & SH 253 (Lat: 43.068178,  Lng: -77.636239),  Route carried "on" structure: Interstate 390,  Year Built: 1980,  Status: Open,  Structure Length: 4.91m (16.11ft),  Average Daily Traffic: 19,100 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 26,561 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: CALKINS RD-CR 39
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.350,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 27.7m (90.9ft),  Curb-To-Curb Width: 16.2m (53.1ft),  Out-to-Out Width: 17.2m (56.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 69.0 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: 53.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.90m (16.08ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $2,175,000,  Roadway Improvement Cost: $1,274,000,  Total Project Cost: $3,449,000 ( 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: 1070071,  Location: JCT OF RTS 390I & 253 (Lat: 43.058831,  Lng: -77.641783),  Route carried "on" structure: Interstate 390,  Year Built: 1980,  Status: Open,  Structure Length: 5.06m (16.60ft),  Average Daily Traffic: 31,059 (year 2015),  Truck Traffic: 11%,  Design Load: HS 20+Mod,  Features Intersected: RTE 253
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.288,  Lanes on structure: 4,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.0m (59.1ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 29.8m (97.8ft),  Curb-To-Curb Width: 18.1m (59.4ft),  Out-to-Out Width: 19.2m (63.0ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Fair,  Inventory Rating: 63.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.05m (16.57ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $2,564,000,  Roadway Improvement Cost: $1,501,000,  Total Project Cost: $4,065,000 ( 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: 1070072,  Location: JCT OF RTS 390I & 253 (Lat: 43.058858,  Lng: -77.641325),  Route carried "on" structure: Interstate 390,  Year Built: 1980,  Status: Open,  Structure Length: 5.06m (16.60ft),  Average Daily Traffic: 19,100 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 26,561 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: RTE 253
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.240,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 29.8m (97.8ft),  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Inventory Rating: 64.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.05m (16.57ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $1,809,000,  Roadway Improvement Cost: $1,060,000,  Total Project Cost: $2,869,000 ( 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: 1070089,  Location: .3 MI N JCT I390 & I90 (Lat: 43.052592,  Lng: -77.646650),  Route carried "on" structure: Ramp Interstate ,  Year Built: 1980,  Status: Open,  Structure Length: 11.34m (37.20ft),  Average Daily Traffic: 6,990 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 9,720 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: 3901390143031083, RTE I3,  Facility Carried by Structure: RAMP TO THRUWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.370,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 15.5m (50.9ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 30.4m (99.7ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 16.2m (53.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 82.6 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: 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: 11.33m (37.17ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $4,226,000,  Roadway Improvement Cost: $2,475,000,  Total Project Cost: $6,701,000 ( 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: 1070091,  Location: IN WEST HENRIETTA (Lat: 43.047781,  Lng: -77.648444),  Route carried "on" structure: Interstate 390,  Year Built: 1980,  Status: Open,  Structure Length: 6.22m (20.41ft),  Average Daily Traffic: 19,703 (year 2006),  Truck Traffic: 11%,  Design Load: HS 20+Mod,  Features Intersected: 90I 90I00003623 WB, RTE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.936,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 30.4m (99.7ft),  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 70.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 54.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.21m (20.37ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $2,404,000,  Roadway Improvement Cost: $1,408,000,  Total Project Cost: $3,812,000 ( 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: 1070092,  Location: IN WEST HENRIETTA (Lat: 43.048011,  Lng: -77.647914),  Route carried "on" structure: Interstate 390,  Year Built: 1980,  Status: Open,  Structure Length: 6.22m (20.41ft),  Average Daily Traffic: 12,365 (year 2018),  Truck Traffic: 9%,  Average Future Daily Traffic: 17,195 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: 90I 90I00003623 WB, RTE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.904,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.3m (46.9ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 30.4m (99.7ft),  Curb-To-Curb Width: 14.5m (47.6ft),  Out-to-Out Width: 15.4m (50.5ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Fair,  Inventory Rating: 65.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.21m (20.37ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $2,719,000,  Roadway Improvement Cost: $1,592,000,  Total Project Cost: $4,311,000 ( 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: 107079,  Location: 0.5 MI N JCT RTS 252&390I (Lat: 43.095183,  Lng: -77.602069),  Route carried "on" structure: County highway ,  Year Built: 1981,  Status: Open,  Structure Length: 7.28m (23.88ft),  Average Daily Traffic: 14,290 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 17,359 (year 2040),  Design Load: HS 20,  Features Intersected: 390I390I43031123, RTE I3,  Facility Carried by Structure: BRIGH/HENR-T L RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.216,  Lanes on structure: 4,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 21 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 35.6m (116.8ft),  Curb or Sidewalk Widths: Left: 1.9m (6.2ft),  Right: 1.9m (6.2ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 20.3m (66.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 91.6 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: 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: 7.28m (23.88ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $4,146,000,  Roadway Improvement Cost: $2,428,000,  Total Project Cost: $6,574,000 ( 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: 1070811,  Location: JCT OF RTS 252 & 390I (Lat: 43.087189,  Lng: -77.605031),  Route carried "on" structure: Interstate 390,  Year Built: 1981,  Status: Open,  Structure Length: 4.21m (13.81ft),  Average Daily Traffic: 38,350 (year 2006),  Truck Traffic: 6%,  Design Load: HS 20,  Features Intersected: RTE 252
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.664,  Lanes on structure: 4,  Lanes under structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.1m (79.1ft),  Skew: 22 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 40.5m (132.9ft),  Curb-To-Curb Width: 25.3m (83.0ft),  Out-to-Out Width: 26.2m (86.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 91.6 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: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.20m (13.78ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $3,895,000,  Roadway Improvement Cost: $2,281,000,  Total Project Cost: $6,176,000 ( 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: 1070812,  Location: JCT OF RTS 252 & 390I (Lat: 43.087261,  Lng: -77.604500),  Route carried "on" structure: Interstate 390,  Year Built: 1981,  Status: Open,  Structure Length: 4.18m (13.71ft),  Average Daily Traffic: 30,166 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 41,951 (year 2040),  Design Load: HS 20,  Features Intersected: RTE 252
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.761,  Lanes on structure: 4,  Lanes under structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.1m (79.1ft),  Skew: 22 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 40.2m (131.9ft),  Curb-To-Curb Width: 25.3m (83.0ft),  Out-to-Out Width: 26.2m (86.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 85.3 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: 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: 4.17m (13.68ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $3,756,000,  Roadway Improvement Cost: $2,200,000,  Total Project Cost: $5,956,000 ( 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: 107082,  Location: JCT.OF RTS 15A & 390I (Lat: 43.084050,  Lng: -77.607969),  Route carried "on" structure: State highway 15A,  Year Built: 1981,  Status: Open,  Structure Length: 6.68m (21.92ft),  Average Daily Traffic: 16,481 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 20,021 (year 2040),  Design Load: HS 20,  Features Intersected: 390I390I43031115SB, RTE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.683,  Lanes on structure: 5,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 32.6m (107.0ft),  Curb or Sidewalk Widths: Left: 1.9m (6.2ft),  Right: 1.9m (6.2ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 23.9m (78.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.67m (21.88ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $4,619,000,  Roadway Improvement Cost: $2,705,000,  Total Project Cost: $7,324,000 ( 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: 107966,  Location: Ramp NB 390 to Rte 15 (Lat: 43.110231,  Lng: -77.618842),  Route carried "on" structure: Ramp Other road ,  Year Built: 2016,  Status: Open,  Structure Length: 1.49m (4.89ft),  Average Daily Traffic: 3,389 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 4,713 (year 2040),  Design Load: HL 93,  Features Intersected: Ramp DH,  Facility Carried by Structure: Ramp NFE
Minimum Vertical Clearance: 32.69m (107.25ft),  Kilometerpoint: 0.257,  Lanes on structure: 1,  Lanes under structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.1m (43.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Operating Rating: 81.9 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.49m (4.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $580,000,  Roadway Improvement Cost: $339,000,  Total Project Cost: $919,000 ( Estimate for 2021)

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Structure Number: 227006,  Location: IN RIDGELAND (Lat: 43.092558,  Lng: -77.614317),  Route carried "on" structure: Business Other road ,  Year Built: 2004,  Status: Open,  Structure Length: 2.01m (6.59ft),  Average Daily Traffic: 10,322 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 12,771 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: CSX TRANS/W SHORE,  Facility Carried by Structure: CLAY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.657,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.5m (60.7ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 0.0m,  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 54.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 42.1 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 desirable criteria,  Deck Geometry: Meets minimum limits,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 2.01m (6.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $1,265,000,  Roadway Improvement Cost: $741,000,  Total Project Cost: $2,006,000 ( 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: 33177,  Location: 2 MI NE OF 90I EXIT 45 (Lat: 43.068286,  Lng: -77.630792),  Route carried "on" structure: County highway ,  Year Built: 1979,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 15,080 (year 2018),  Truck Traffic: 2%,  Average Future Daily Traffic: 18,319 (year 2040),  Design Load: HS 20,  Features Intersected: RED CREEK,  Facility Carried by Structure: CALKINS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.319,  Lanes on structure: 4,  Owner: County 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: 11.5m (37.7ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 17.7m (58.1ft),  Out-to-Out Width: 21.3m (69.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 80.8 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: 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 desirable criteria,  Length Of Structure Improvement: 1.21m (3.97ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $1,244,000,  Roadway Improvement Cost: $728,000,  Total Project Cost: $1,972,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

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Structure Number: 336804,  Location: IN HENRIETTA (Lat: 43.095658,  Lng: -77.588333),  Route carried "on" structure: County highway ,  Year Built: 1993,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 14,290 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 17,359 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: ALLEN CREEK,  Facility Carried by Structure: BRIGHTN HEN TL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.358,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.9m (12.8ft)

Condition: Channel: Satisfactory,  Culverts: 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.85m (2.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $205,000,  Roadway Improvement Cost: $120,000,  Total Project Cost: $325,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 444308,  Location: 1.3 MI W JCT BARGE C & 65 (Lat: 43.095653,  Lng: -77.568625),  Route carried "on" structure: County highway ,  Year Built: 1981,  Status: Open,  Structure Length: 3.72m (12.20ft),  Average Daily Traffic: 5,679 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 7,026 (year 2040),  Design Load: HS 20,  Features Intersected: ERIE CANAL,  Facility Carried by Structure: EDGEWOOD AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.998,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Navigation Control: Yes ( Vertical Clearance: 4.8m (15.7ft), Horizontal Clearance: 16.4m (53.8ft)),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 35.9m (117.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 15.8m (51.8ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 95.3 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: 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: 3.71m (12.17ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $1,638,000,  Roadway Improvement Cost: $959,000,  Total Project Cost: $2,598,000 ( 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: 5510569,  Location: 1.2 MI W OF EXIT 46 90I (Lat: 43.044628,  Lng: -77.680672),  Route carried "on" structure: Interstate 90,  Year Built: 1954,  Status: Open,  Structure Length: 2.16m (7.09ft),  Average Daily Traffic: 21,392 (year 2020),  Truck Traffic: 35%,  Average Future Daily Traffic: 29,749 (year 2040),  Design Load: HS 20,  Features Intersected: LIVONIA, AVON, AND LAKEV
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.616,  Lanes on structure: 4,  Base Highway Network: Yes,  Toll: On Interstate toll segment,  Owner: State Toll Authority,  Approaching Roadway Width: 25.6m (84.0ft),  Skew: 36 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 20.1m (65.9ft),  Curb-To-Curb Width: 36.6m (120.1ft),  Out-to-Out Width: 37.6m (123.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 56.2 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: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.16m (7.09ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Critical Feature Inspection Date: September 2020,  Bridge Improvement Cost: $7,829,000,  Roadway Improvement Cost: $4,585,000,  Total Project Cost: $12,414,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 5510579,  Location: 0.8 MI E OF EXIT 46 90I (Lat: 43.048150,  Lng: -77.636006),  Route carried "on" structure: Interstate 90,  Year Built: 1954,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 23,060 (year 2020),  Truck Traffic: 31%,  Average Future Daily Traffic: 32,069 (year 2040),  Design Load: HS 20,  Features Intersected: LEHIGH VALLEY TRAIL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.317,  Lanes on structure: 4,  Base Highway Network: Yes,  Toll: On Interstate toll segment,  Owner: State Toll Authority,  Approaching Roadway Width: 29.3m (96.1ft),  Skew: 31 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 29.9m (98.1ft),  Out-to-Out Width: 37.7m (123.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 81.6 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 minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.09m (3.58ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $2,973,000,  Roadway Improvement Cost: $1,741,000,  Total Project Cost: $4,713,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 55106,  Location: EXIT 46 90I (Lat: 43.047703,  Lng: -77.651247),  Route carried "on" structure: Ramp Interstate ,  Year Built: 1953,  Year Reconstructed: 1973,  Status: Open,  Structure Length: 6.52m (21.39ft),  Average Daily Traffic: 4,838 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 6,728 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: 90IX, RTE I90,  Facility Carried by Structure: 90IX EXIT 46 RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.161,  Lanes on structure: 2,  Lanes under structure: 5,  Toll: On Interstate toll segment,  Owner: State Toll Authority,  Approaching Roadway Width: 14.3m (46.9ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 54.4 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: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 6.52m (21.39ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $1,957,000,  Roadway Improvement Cost: $1,146,000,  Total Project Cost: $3,103,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

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Structure Number: 551087,  Location: 0.3 MI E OF EXIT 46 90I (Lat: 43.047883,  Lng: -77.645128),  Route carried "on" structure: County highway ,  Year Built: 1952,  Year Reconstructed: 1975,  Status: Open,  Structure Length: 6.46m (21.19ft),  Average Daily Traffic: 3,720 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 4,602 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: 90IX WB, RTE I90,  Facility Carried by Structure: MIDDLE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.117,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Toll Authority,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 19.8m (65.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Poor,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 80.8 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: 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: 6.46m (21.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $1,813,000,  Roadway Improvement Cost: $1,061,000,  Total Project Cost: $2,874,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 551088,  Location: 2.3 MI E OF EXIT 46 90I (Lat: 43.047156,  Lng: -77.599475),  Route carried "on" structure: County highway ,  Year Built: 1952,  Year Reconstructed: 1976,  Status: Open,  Structure Length: 11.25m (36.91ft),  Average Daily Traffic: 3,799 (year 2018),  Truck Traffic: 2%,  Average Future Daily Traffic: 4,615 (year 2040),  Design Load: HS 20,  Features Intersected: 90IX, RTE I90,  Facility Carried by Structure: PINNACLE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.227,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Toll Authority,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 41.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 32.1 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: 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: 11.24m (36.88ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $2,779,000,  Roadway Improvement Cost: $1,627,000,  Total Project Cost: $4,406,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

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Structure Number: 55109,  Location: 2.3 MI W OF EXIT 46 90I (Lat: 43.042169,  Lng: -77.696231),  Route carried "on" structure: County highway ,  Year Built: 1954,  Year Reconstructed: 2011,  Status: Open,  Structure Length: 9.02m (29.59ft),  Average Daily Traffic: 6,936 (year 2018),  Truck Traffic: 4%,  Average Future Daily Traffic: 8,425 (year 2040),  Design Load: H 20,  Features Intersected: 90IX EB, RTE I90,  Facility Carried by Structure: CR 84 E RIVER RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.679,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Toll Authority,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 22.9m (75.1ft),  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  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: 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: 9.02m (29.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $2,689,000,  Roadway Improvement Cost: $1,575,000,  Total Project Cost: $4,263,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 101153,  Location: JCT RTS 15&NYS THRUWAY (Lat: 43.047508,  Lng: -77.658031),  Route carried "under" structure: Interstate 90,  Year Built: 1953,  Structure Length: 0. m,  Average Daily Traffic: 14,200 (year 1973),  Features Intersected: 90IX EB, RTE I90,  Facility Carried by Structure: RTE 15
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 583.697,  Lanes on structure: 4,  Lanes under structure: 3,  Toll: On Interstate toll segment,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.5m (77.1ft)

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Structure Number: 101162,  Location: JCT RTS 15A &NYS THRUWAY (Lat: 43.047064,  Lng: -77.618997),  Route carried "under" structure: Interstate 90,  Year Built: 1991,  Structure Length: 0. m,  Average Daily Traffic: 20,900 (year 1990),  Features Intersected: 90IX, RTE I90,  Facility Carried by Structure: RTE 15A
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 580.495,  Lanes on structure: 2,  Lanes under structure: 2,  Toll: On Interstate toll segment,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 44.1m (144.7ft)

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Structure Number: 1063789,  Location: JCT RTS 15 + 252 (Lat: 43.088036,  Lng: -77.636308),  Route carried "under" structure: US 15,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 22,935 (year 1999),  Features Intersected: East Loop, West Loop, RT,  Facility Carried by Structure: RTE 252
Minimum Vertical Clearance: 4.50m (14.76ft),  Kilometerpoint: 17.586,  Lanes on structure: 4,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.2m (108.9ft)

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Structure Number: 106907,  Location: 2MI SE JCT RTS 15&I-90 (Lat: 43.026717,  Lng: -77.656133),  Route carried "under" structure: Interstate 390,  Year Built: 1977,  Structure Length: 0. m,  Average Daily Traffic: 35,274 (year 2002),  Features Intersected: 390I390I43031065, RTE I3,  Facility Carried by Structure: MARTIN ROAD
Minimum Vertical Clearance: 5.46m (17.91ft),  Kilometerpoint: 10.394,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 44.8m (147.0ft)

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Structure Number: 106908,  Location: ERIE STA RD OVER GEN EXPW (Lat: 43.040531,  Lng: -77.651511),  Route carried "under" structure: Interstate 390,  Year Built: 1976,  Structure Length: 0. m,  Average Daily Traffic: 35,274 (year 2002),  Features Intersected: 390I390I43031075, RTE I3,  Facility Carried by Structure: ERIE STATION ROAD
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 12.148,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 41.4m (135.8ft)

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Structure Number: 107004,  Location: 1.5 MI N JCT.RTS 390I&253 (Lat: 43.076147,  Lng: -77.626828),  Route carried "under" structure: Interstate 390,  Year Built: 1980,  Structure Length: 0. m,  Average Daily Traffic: 60,213 (year 2002),  Features Intersected: 390I390I43031103SB, RTE,  Facility Carried by Structure: HYLAN DRIVE
Minimum Vertical Clearance: 4.78m (15.68ft),  Kilometerpoint: 16.734,  Lanes on structure: 5,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.1m (98.8ft)

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Structure Number: 1070061,  Location: .7 MI N JCT I390 & SH 253 (Lat: 43.068164,  Lng: -77.636644),  Route carried "under" structure: County highway ,  Year Built: 1980,  Structure Length: 0. m,  Average Daily Traffic: 7,540 (year 2018),  Truck Traffic: 2%,  Features Intersected: CALKINS RD-CR 39,  Facility Carried by Structure: RTE I390
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.0m (95.1ft)

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Structure Number: 1070062,  Location: .7 MI N JCT I390 & SH 253 (Lat: 43.068178,  Lng: -77.636239),  Route carried "under" structure: County highway ,  Year Built: 1980,  Structure Length: 0. m,  Average Daily Traffic: 7,540 (year 2018),  Truck Traffic: 2%,  Features Intersected: CALKINS RD-CR 39,  Facility Carried by Structure: RTE I390
Minimum Vertical Clearance: 4.60m (15.09ft),  Kilometerpoint: 0.837,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.7m (90.9ft)

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Structure Number: 1070071,  Location: JCT OF RTS 390I & 253 (Lat: 43.058831,  Lng: -77.641783),  Route carried "under" structure: State highway 253,  Year Built: 1980,  Structure Length: 0. m,  Average Daily Traffic: 21,239 (year 2002),  Features Intersected: RTE 253,  Facility Carried by Structure: RTE I390
Minimum Vertical Clearance: 4.59m (15.06ft),  Kilometerpoint: 10.459,  Lanes on structure: 4,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.8m (97.8ft)

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Structure Number: 1070072,  Location: JCT OF RTS 390I & 253 (Lat: 43.058858,  Lng: -77.641325),  Route carried "under" structure: State highway 253,  Year Built: 1980,  Structure Length: 0. m,  Average Daily Traffic: 21,239 (year 2002),  Features Intersected: RTE 253,  Facility Carried by Structure: RTE I390
Minimum Vertical Clearance: 4.72m (15.49ft),  Kilometerpoint: 10.459,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.8m (97.8ft)

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Structure Number: 1070089,  Location: .3 MI N JCT I390 & I90 (Lat: 43.052592,  Lng: -77.646650),  Route carried "under" structure: Interstate 390,  Year Built: 1980,  Structure Length: 0. m,  Average Daily Traffic: 40,015 (year 2015),  Features Intersected: 3901390143031083, RTE I3,  Facility Carried by Structure: RAMP TO THRUWAY
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 13.290,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.4m (99.7ft)