Jump to a detailed profile or search site with Google Custom Search

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


  • National Bridge Inventory (NBI) Statistics
  • 90Number of bridges
  • 856ft / 261mTotal length
  • $200,434,000Total costs
  • 2,514,540Total average daily traffic
  • 63,067Total average daily truck traffic
  • 1,005,763Total future (year 2037) average daily traffic
  • National Bridge Inventory (NBI) Registered Bridges for Gates
  • No street view available for this location

New bridges in Gates, NY - historical statistics
  • New bridges - historical statistics
  • 11920-1929
  • 21930-1939
  • 11940-1949
  • 531960-1969
  • 131970-1979
  • 51980-1989
  • 141990-1999
  • 12000-2009
Reconstructed bridges in Gates, NY - Historical Statistics
  • Reconstructed bridges - Historical Statistics
  • 21960-1969
  • 01970-1979
  • 151980-1989
  • 31990-1999
  • 22000-2009
Average Bridge Daily Traffic in Gates, NY
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 4.0%Excellent
  • 10.0%Very good
  • 32.0%Good
  • 30.0%Satisfactory
  • 12.0%Fair
  • 10.0%Poor
  • 2.0%Serious
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 12.0%Very good
  • 40.0%Good
  • 34.0%Satisfactory
  • 6.0%Fair
  • 8.0%Poor
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 12.0%Very good
  • 30.0%Good
  • 32.0%Satisfactory
  • 20.0%Fair
  • 2.0%Poor
  • 4.0%Serious
Bridge Condition - Channel
  • Bridge Condition - Channel
  • 5.9%Excellent
  • 17.6%Very good
  • 52.9%Good
  • 23.5%Satisfactory
Bridge Condition - Culverts
  • Bridge Condition - Culverts
  • 20.0%Excellent
  • 60.0%Good
  • 20.0%Satisfactory
Find on map >>   Show street view

Structure Number: 1021589,  Location: JCT RTS31+47 LYELL AVE (Lat: 43.164669,  Lng: -77.683122),  Route carried "on" structure: State highway 31,  Year Built: 1963,  Status: Open,  Structure Length: 6.86m (22.51ft),  Average Daily Traffic: 24,479 (year 2014),  Truck Traffic: 6%,  Average Future Daily Traffic: 24,723 (year 2037),  Design Load: HS 20,  Features Intersected: RTE 390
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.893,  Lanes on structure: 6,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 274.0m (899.0ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 24.3m (79.7ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 23.8m (78.1ft),  Out-to-Out Width: 29.8m (97.8ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 45.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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: 68.50m (224.74ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: December 2016,  Bridge Improvement Cost: $4,774,000,  Roadway Improvement Cost: $2,796,000,  Total Project Cost: $7,570,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >>   Show street view

Structure Number: 1021589,  Location: JCT RTS31+47 LYELL AVE (Lat: 43.164669,  Lng: -77.683122),  Route carried "under" structure: Interstate 390,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 97,604 (year 2015),  Features Intersected: RTE 390,  Facility Carried by Structure: RTE 31
Minimum Vertical Clearance: 4.29m (14.07ft),  Kilometerpoint: 0.805,  Lanes on structure: 6,  Lanes under structure: 8,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.3m (79.7ft)

Find on map >>   Show street view

Structure Number: 1023021,  Location: JCT RTS I490SB+33 GATES (Lat: 43.145269,  Lng: -77.717972),  Route carried "on" structure: Interstate 490,  Year Built: 1963,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 0.57m (1.87ft),  Average Daily Traffic: 25,670 (year 2015),  Truck Traffic: 9%,  Design Load: HS 20+Mod,  Features Intersected: RTE 33
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.457,  Lanes on structure: 4,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 183.0m (600.4ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 18.2m (59.7ft),  Curb-To-Curb Width: 1.8m (5.9ft),  Out-to-Out Width: 18.9m (62.0ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 67.1 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: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 56.90m (186.68ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2017,  Bridge Improvement Cost: $2,509,000,  Roadway Improvement Cost: $1,469,000,  Total Project Cost: $3,978,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing
Find on map >>   Show street view

Structure Number: 1023021,  Location: JCT RTS I490SB+33 GATES (Lat: 43.145269,  Lng: -77.717972),  Route carried "under" structure: State highway 33,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 15,490 (year 1999),  Features Intersected: RTE 33,  Facility Carried by Structure: RTE I490
Minimum Vertical Clearance: 4.64m (15.22ft),  Kilometerpoint: 1.889,  Lanes on structure: 4,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.2m (59.7ft)

Find on map >>   Show street view

Structure Number: 1023022,  Location: JCT RTS I490NB+33 GATES (Lat: 43.145478,  Lng: -77.717283),  Route carried "on" structure: Interstate 490,  Year Built: 1963,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 5.61m (18.41ft),  Average Daily Traffic: 25,751 (year 2017),  Truck Traffic: 7%,  Average Future Daily Traffic: 26,428 (year 2037),  Design Load: HS 20+Mod,  Features Intersected: RTE 33
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.457,  Lanes on structure: 4,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 183.0m (600.4ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 18.2m (59.7ft),  Curb-To-Curb Width: 1.8m (5.9ft),  Out-to-Out Width: 18.9m (62.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 67.1 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: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 0.56m (1.84ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2017,  Bridge Improvement Cost: $2,473,000,  Roadway Improvement Cost: $1,448,000,  Total Project Cost: $3,921,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing
Find on map >>   Show street view

Structure Number: 1023022,  Location: JCT RTS I490NB+33 GATES (Lat: 43.145478,  Lng: -77.717283),  Route carried "under" structure: State highway 33,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 15,490 (year 1999),  Features Intersected: RTE 33,  Facility Carried by Structure: RTE I490
Minimum Vertical Clearance: 4.54m (14.90ft),  Kilometerpoint: 1.889,  Lanes on structure: 4,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.2m (59.7ft)

Find on map >>   Show street view

Structure Number: 102303,  Location: 3.0MI E JCT RTS 33+251 (Lat: 43.149967,  Lng: -77.678633),  Route carried "on" structure: State highway 33,  Year Built: 1963,  Status: Open,  Structure Length: 6.83m (22.41ft),  Average Daily Traffic: 11,048 (year 2008),  Truck Traffic: 4%,  Average Future Daily Traffic: 11,158 (year 2037),  Design Load: HS 20+Mod,  Features Intersected: RTE I390
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.092,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 122.0m (400.3ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 23.4m (76.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 20.7m (67.9ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Poor,  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: Meets minimum limits,  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: 68.20m (223.75ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2017,  Bridge Improvement Cost: $3,416,000,  Roadway Improvement Cost: $2,000,000,  Total Project Cost: $5,416,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >>   Show street view

Structure Number: 102303,  Location: 3.0MI E JCT RTS 33+251 (Lat: 43.149967,  Lng: -77.678633),  Route carried "under" structure: Interstate 390,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 88,558 (year 2002),  Features Intersected: RTE I390,  Facility Carried by Structure: RTE 33
Minimum Vertical Clearance: 0.48m (1.57ft),  Kilometerpoint: 22.204,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.4m (76.8ft)

Find on map >>   Show street view

Structure Number: 1023099,  Location: 1.3 MI SW JCT I390 & 33A (Lat: 43.130408,  Lng: -77.692217),  Route carried "on" structure: Alternate State highway 33A,  Year Built: 2001,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 20,044 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 20,244 (year 2037),  Design Load: HS 25 or greater,  Features Intersected: LITTLE BLACK CRK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.092,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 2.1m (6.9ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 2.1m (6.9ft),  Out-to-Out Width: 24.9m (81.7ft)

Condition: Channel: Very good,  Culverts: Excellent,  Operating Rating: 79.1 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 9.40m (30.84ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2017,  Bridge Improvement Cost: $1,155,000,  Roadway Improvement Cost: $676,000,  Total Project Cost: $1,831,000 ( Estimate for 2018),  Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >>   Show street view

Structure Number: 1023101,  Location: JCT.ROCH.OUT.LOOP NB& 33A (Lat: 43.139511,  Lng: -77.668025),  Route carried "on" structure: Interstate 390,  Year Built: 1979,  Status: Open,  Structure Length: 4.51m (14.80ft),  Average Daily Traffic: 47,178 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 48,418 (year 2037),  Design Load: HS 20,  Features Intersected: RTE 33A
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.511,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 183.0m (600.4ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 43.5m (142.7ft),  Curb-To-Curb Width: 18.1m (59.4ft),  Out-to-Out Width: 19.1m (62.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 89.8 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: 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: 45.10m (147.97ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2017,  Bridge Improvement Cost: $2,250,000,  Roadway Improvement Cost: $1,318,000,  Total Project Cost: $3,567,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing
Find on map >>   Show street view

Structure Number: 1023101,  Location: JCT.ROCH.OUT.LOOP NB& 33A (Lat: 43.139511,  Lng: -77.668025),  Route carried "under" structure: Alternate State highway 33A,  Year Built: 1979,  Structure Length: 0. m,  Average Daily Traffic: 13,120 (year 1998),  Features Intersected: RTE 33A,  Facility Carried by Structure: RTE I390
Minimum Vertical Clearance: 4.95m (16.24ft),  Kilometerpoint: 24.425,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 43.5m (142.7ft)

Find on map >>   Show street view

Structure Number: 1023102,  Location: JCT.ROCH.OUT.LOOP SB& 33A (Lat: 43.139411,  Lng: -77.668319),  Route carried "on" structure: Interstate 390,  Year Built: 1979,  Status: Open,  Structure Length: 4.51m (14.80ft),  Average Daily Traffic: 43,379 (year 2012),  Truck Traffic: 6%,  Design Load: HS 20,  Features Intersected: RTE 33A
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.856,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 183.0m (600.4ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 43.5m (142.7ft),  Curb-To-Curb Width: 18.1m (59.4ft),  Out-to-Out Width: 19.1m (62.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 89.8 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: 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: 45.10m (147.97ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2017,  Bridge Improvement Cost: $2,225,000,  Roadway Improvement Cost: $1,303,000,  Total Project Cost: $3,528,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing
Find on map >>   Show street view

Structure Number: 1023102,  Location: JCT.ROCH.OUT.LOOP SB& 33A (Lat: 43.139411,  Lng: -77.668319),  Route carried "under" structure: Alternate State highway 33A,  Year Built: 1979,  Structure Length: 0. m,  Average Daily Traffic: 13,120 (year 1998),  Features Intersected: RTE 33A,  Facility Carried by Structure: RTE I390
Minimum Vertical Clearance: 0.49m (1.61ft),  Kilometerpoint: 24.425,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 43.5m (142.7ft)

Find on map >>   Show street view

Structure Number: 1025811,  Location: JCT RTSI490WB+47SB GATES (Lat: 43.158367,  Lng: -77.682183),  Route carried "on" structure: Interstate 490,  Year Built: 1961,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 4.21m (13.81ft),  Truck Traffic: 5%,  Design Load: HS 20+Mod,  Features Intersected: RTE 390, I490EB TO 390 N
Minimum Vertical Clearance: 4.47m (14.67ft),  Kilometerpoint: 0.386,  Lanes on structure: 3,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 1.4m (4.6ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.6m (57.7ft),  Curb-To-Curb Width: 14.1m (46.3ft),  Out-to-Out Width: 1.5m (4.9ft)

Condition: Deck: Very good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 5.9 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: High priority of corrective action,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 0.42m (1.38ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2017,  Bridge Improvement Cost: $1,552,000,  Roadway Improvement Cost: $909,000,  Total Project Cost: $2,461,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing
Find on map >>   Show street view

Structure Number: 1025811,  Location: JCT RTSI490WB+47SB GATES (Lat: 43.158367,  Lng: -77.682183),  Route carried "under" structure: Interstate 390,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 10,864 (year 2002),  Features Intersected: RTE 390, I490EB TO 390 N,  Facility Carried by Structure: RTE I490
Minimum Vertical Clearance: 4.55m (14.93ft),  Kilometerpoint: 6.919,  Lanes on structure: 3,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.6m (57.7ft)

Find on map >>   Show street view

Structure Number: 1025811,  Location: JCT RTSI490WB+47SB GATES (Lat: 43.158367,  Lng: -77.682183),  Route carried "under" structure: Other road ,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 100 (year 2017),  Features Intersected: RTE 390, I490EB TO 390 N,  Facility Carried by Structure: RTE I490
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.6m (57.7ft)

Find on map >>   Show street view

Structure Number: 1025812,  Location: JCT RTSI490EB+47SB GATES (Lat: 43.156264,  Lng: -77.681806),  Route carried "on" structure: Interstate 490,  Year Built: 1963,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 4.05m (13.29ft),  Average Daily Traffic: 51,802 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 53,164 (year 2037),  Design Load: HS 20+Mod,  Features Intersected: RTE I390
Minimum Vertical Clearance: 32.69m (107.25ft),  Kilometerpoint: 28.415,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 116.0m (380.6ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.7m (44.9ft),  Curb-To-Curb Width: 9.5m (31.2ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 59.9 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: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 40.50m (132.87ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2017,  Bridge Improvement Cost: $1,025,000,  Roadway Improvement Cost: $600,000,  Total Project Cost: $1,624,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing
Find on map >>   Show street view

Structure Number: 1025812,  Location: JCT RTSI490EB+47SB GATES (Lat: 43.156264,  Lng: -77.681806),  Route carried "under" structure: Interstate 390,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 44,485 (year 2015),  Features Intersected: RTE I390,  Facility Carried by Structure: RTE I490
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 125.019,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 13.7m (44.9ft)

Find on map >>   Show street view

Structure Number: 102582,  Location: JCT RTSI490WB+47NB GATES (Lat: 43.156400,  Lng: -77.679158),  Route carried "on" structure: Interstate 490,  Year Built: 1963,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 6.49m (21.29ft),  Truck Traffic: 5%,  Design Load: HS 20,  Features Intersected: RTE I390, RTE I490
Minimum Vertical Clearance: 4.69m (15.39ft),  Kilometerpoint: 0.048,  Lanes on structure: 4,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 171.0m (561.0ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.2m (72.8ft),  Curb-To-Curb Width: 17.6m (57.7ft),  Out-to-Out Width: 18.5m (60.7ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Very good,  Operating Rating: 69.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 64.90m (212.93ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2016,  Bridge Improvement Cost: $3,103,000,  Roadway Improvement Cost: $1,817,000,  Total Project Cost: $4,920,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing
Find on map >>   Show street view

Structure Number: 102582,  Location: JCT RTSI490WB+47NB GATES (Lat: 43.156400,  Lng: -77.679158),  Route carried "under" structure: Interstate 390,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 105,390 (year 1990),  Features Intersected: RTE I390, RTE I490,  Facility Carried by Structure: RTE I490
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.2m (72.8ft)

Find on map >>   Show street view

Structure Number: 102582,  Location: JCT RTSI490WB+47NB GATES (Lat: 43.156400,  Lng: -77.679158),  Route carried "under" structure: Ramp Interstate 490,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 8,855 (year 2009),  Features Intersected: RTE I390, RTE I490
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.2m (72.8ft)

Find on map >>   Show street view

Structure Number: 1025841,  Location: .2 M SW JCT SH33A & I390 (Lat: 43.138300,  Lng: -77.666675),  Route carried "on" structure: Interstate 390,  Year Built: 1998,  Status: Open,  Structure Length: 6.31m (20.70ft),  Average Daily Traffic: 44,350 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 45,516 (year 2037),  Design Load: HS 25 or greater,  Features Intersected: ROCH & SOUTHERN R
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.318,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 183.0m (600.4ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 1.7m (5.6ft),  Curb-To-Curb Width: 15.7m (51.5ft),  Out-to-Out Width: 16.6m (54.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 74.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.63m (2.07ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2016,  Bridge Improvement Cost: $2,440,000,  Roadway Improvement Cost: $1,429,000,  Total Project Cost: $3,869,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing
Find on map >>   Show street view

Structure Number: 1025842,  Location: .2 MI SE JCT SH33A & I390 (Lat: 43.138058,  Lng: -77.666894),  Route carried "on" structure: Interstate 390,  Year Built: 1996,  Status: Open,  Structure Length: 6.46m (21.19ft),  Average Daily Traffic: 41,407 (year 2012),  Truck Traffic: 6%,  Design Load: HS 25 or greater,  Features Intersected: ROCH & SOUTHERN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.383,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 183.0m (600.4ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 18.8m (61.7ft),  Curb-To-Curb Width: 18.1m (59.4ft),  Out-to-Out Width: 19.1m (62.7ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 70.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 64.60m (211.94ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2016,  Bridge Improvement Cost: $2,858,000,  Roadway Improvement Cost: $1,674,000,  Total Project Cost: $4,531,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing
Find on map >>   Show street view

Structure Number: 1025851,  Location: .2 M SW JCT RT 33A&390I N (Lat: 43.137650,  Lng: -77.665964),  Route carried "on" structure: Interstate 390,  Year Built: 1997,  Status: Open,  Structure Length: 6.95m (22.80ft),  Average Daily Traffic: 44,350 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 45,516 (year 2037),  Design Load: HS 25 or greater,  Features Intersected: BUELL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.222,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 158.0m (518.4ft),  Skew: 5 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 28.3m (92.8ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 19.1m (62.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 7.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 69.40m (227.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2017,  Bridge Improvement Cost: $3,909,000,  Roadway Improvement Cost: $2,289,000,  Total Project Cost: $6,198,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing
Find on map >>   Show street view

Structure Number: 1025851,  Location: .2 M SW JCT RT 33A&390I N (Lat: 43.137650,  Lng: -77.665964),  Route carried "under" structure: County highway ,  Year Built: 1997,  Structure Length: 0. m,  Average Daily Traffic: 1,206 (year 2015),  Truck Traffic: 3%,  Features Intersected: BUELL ROAD,  Facility Carried by Structure: RTE I390
Minimum Vertical Clearance: 7.18m (23.56ft),  Kilometerpoint: 0.724,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.3m (92.8ft)

Find on map >>   Show street view

Structure Number: 1025852,  Location: .2 M SW JCT 33A & 390I SB (Lat: 43.137256,  Lng: -77.665947),  Route carried "on" structure: Interstate 390,  Year Built: 1997,  Status: Open,  Structure Length: 7.28m (23.88ft),  Average Daily Traffic: 41,407 (year 2012),  Truck Traffic: 6%,  Design Load: HS 25 or greater,  Features Intersected: Buell Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.827,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 183.0m (600.4ft),  Skew: 5 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 29.8m (97.8ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 19.1m (62.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 73.5 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: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 72.80m (238.85ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2017,  Bridge Improvement Cost: $3,844,000,  Roadway Improvement Cost: $2,251,000,  Total Project Cost: $6,095,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing
Find on map >>   Show street view

Structure Number: 1025852,  Location: .2 M SW JCT 33A & 390I SB (Lat: 43.137256,  Lng: -77.665947),  Route carried "under" structure: County highway ,  Year Built: 1997,  Structure Length: 0. m,  Average Daily Traffic: 1,206 (year 2015),  Truck Traffic: 3%,  Features Intersected: Buell Road,  Facility Carried by Structure: RTE I390
Minimum Vertical Clearance: 4.78m (15.68ft),  Kilometerpoint: 0.145,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.8m (97.8ft)

Find on map >>   Show street view

Structure Number: 1025869,  Location: 0.6MI SE JCT RTS47+33A (Lat: 43.130850,  Lng: -77.661194),  Route carried "on" structure: State highway 204,  Year Built: 1963,  Status: Open,  Structure Length: 9.11m (29.89ft),  Average Daily Traffic: 25,804 (year 2014),  Truck Traffic: 7%,  Average Future Daily Traffic: 26,062 (year 2037),  Design Load: HS 20,  Features Intersected: RTE I390
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.101,  Lanes on structure: 6,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 213.0m (698.8ft),  Skew: 22 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 23.1m (75.8ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 2.5m (8.2ft),  Out-to-Out Width: 28.7m (94.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 57.2 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: 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: 91.10m (298.88ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2017,  Bridge Improvement Cost: $6,280,000,  Roadway Improvement Cost: $3,677,000,  Total Project Cost: $9,957,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Find on map >>   Show street view

Structure Number: 1025869,  Location: 0.6MI SE JCT RTS47+33A (Lat: 43.130850,  Lng: -77.661194),  Route carried "under" structure: Interstate 390,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 27,100 (year 1971),  Features Intersected: RTE I390,  Facility Carried by Structure: RTE 204
Minimum Vertical Clearance: 4.67m (15.32ft),  Kilometerpoint: 27.514,  Lanes on structure: 6,  Lanes under structure: 8,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.1m (75.8ft)

Find on map >>   Show street view

Structure Number: 1040261,  Location: 1.6 MI NE JCT I490S&SH251 (Lat: 43.133953,  Lng: -77.720042),  Route carried "on" structure: Interstate 490,  Year Built: 1963,  Year Reconstructed: 2013,  Status: Open,  Structure Length: 6.19m (20.31ft),  Average Daily Traffic: 18,709 (year 2015),  Truck Traffic: 9%,  Design Load: HS 20+Mod,  Features Intersected: RTE 204
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.121,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 131.0m (429.8ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 16.8m (55.1ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.8m (45.3ft)

Condition: Deck: Excellent,  Superstructure: Satisfactory,  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: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 61.80m (202.76ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2017,  Bridge Improvement Cost: $2,067,000,  Roadway Improvement Cost: $1,210,000,  Total Project Cost: $3,277,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Other Coated Reinforcing
Find on map >>   Show street view

Structure Number: 1040261,  Location: 1.6 MI NE JCT I490S&SH251 (Lat: 43.133953,  Lng: -77.720042),  Route carried "under" structure: State highway 204,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 9,053 (year 2002),  Features Intersected: RTE 204,  Facility Carried by Structure: RTE I490
Minimum Vertical Clearance: 4.44m (14.57ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 16.8m (55.1ft)

Find on map >>   Show street view

Structure Number: 1040262,  Location: 1.6 MI NE JCT I490N&SH251 (Lat: 43.133894,  Lng: -77.719361),  Route carried "on" structure: Interstate 490,  Year Built: 1963,  Year Reconstructed: 2013,  Status: Open,  Structure Length: 5.91m (19.39ft),  Average Daily Traffic: 20,401 (year 2015),  Truck Traffic: 8%,  Average Future Daily Traffic: 20,937 (year 2037),  Design Load: HS 20+Mod,  Features Intersected: RTE 204
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.121,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 131.0m (429.8ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 15.8m (51.8ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Excellent,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 79.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 59.10m (193.90ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2016,  Bridge Improvement Cost: $2,048,000,  Roadway Improvement Cost: $1,200,000,  Total Project Cost: $3,248,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Other Coated Reinforcing
Find on map >>   Show street view

Structure Number: 1040262,  Location: 1.6 MI NE JCT I490N&SH251 (Lat: 43.133894,  Lng: -77.719361),  Route carried "under" structure: State highway 204,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 6,484 (year 2015),  Features Intersected: RTE 204,  Facility Carried by Structure: RTE I490
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 0.161,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 15.8m (51.8ft)

Find on map >>   Show street view

Structure Number: 104027,  Location: EXIT 6 OF I490 (Lat: 43.130625,  Lng: -77.724364),  Route carried "on" structure: Ramp Interstate 204,  Year Built: 1963,  Status: Open,  Structure Length: 0.07m (0.23ft),  Average Daily Traffic: 1,545 (year 2017),  Truck Traffic: 13%,  Average Future Daily Traffic: 1,585 (year 2037),  Design Load: HS 20+Mod,  Features Intersected: LITTLE BLACK CRK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.129,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 137.0m (449.5ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 0.3m (1.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 74.8 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: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 0.07m (0.23ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2017,  Bridge Improvement Cost: $353,000,  Roadway Improvement Cost: $207,000,  Total Project Cost: $560,000 ( Estimate for 2018),  Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >>   Show street view

Structure Number: 104028,  Location: .5 MI SE JCT SH204 & I490 (Lat: 43.130300,  Lng: -77.711556),  Route carried "on" structure: State highway 204,  Year Built: 1961,  Status: Open,  Structure Length: 0.07m (0.23ft),  Average Daily Traffic: 10,962 (year 2016),  Truck Traffic: 8%,  Average Future Daily Traffic: 11,071 (year 2037),  Design Load: HS 20+Mod,  Features Intersected: LITTLE BLACK CRK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.074,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 258.0m (846.5ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 0.3m (1.0ft),  Curb-To-Curb Width: 24.5m (80.4ft),  Out-to-Out Width: 40.5m (132.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 74.8 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: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 0.07m (0.23ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2017,  Bridge Improvement Cost: $1,040,000,  Roadway Improvement Cost: $609,000,  Total Project Cost: $1,649,000 ( Estimate for 2018),  Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >>   Show street view

Structure Number: 1040291,  Location: .5 MI SE JCT RTS 204+I490 (Lat: 43.130031,  Lng: -77.710431),  Route carried "on" structure: State highway 204,  Year Built: 1993,  Status: Open,  Structure Length: 3.26m (10.70ft),  Average Daily Traffic: 5,481 (year 2016),  Truck Traffic: 8%,  Average Future Daily Traffic: 5,536 (year 2037),  Design Load: HS 25 or greater,  Features Intersected: PIXLEY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.837,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 122.0m (400.3ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 32.3m (106.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 1.3m (4.3ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 73.5 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: Equal to present desirable 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: 32.60m (106.96ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2016,  Bridge Improvement Cost: $1,323,000,  Roadway Improvement Cost: $775,000,  Total Project Cost: $2,097,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing
Find on map >>   Show street view

Structure Number: 1040291,  Location: .5 MI SE JCT RTS 204+I490 (Lat: 43.130031,  Lng: -77.710431),  Route carried "under" structure: County highway ,  Year Built: 1993,  Structure Length: 0. m,  Average Daily Traffic: 3,225 (year 2016),  Truck Traffic: 3%,  Features Intersected: PIXLEY ROAD,  Facility Carried by Structure: RTE 204
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 0.805,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.3m (106.0ft)

Find on map >>   Show street view

Structure Number: 1040292,  Location: .5 MI SE JCT RTS 204+I490 (Lat: 43.129819,  Lng: -77.710567),  Route carried "on" structure: State highway 204,  Year Built: 1993,  Status: Open,  Structure Length: 3.23m (10.60ft),  Average Daily Traffic: 5,481 (year 2016),  Truck Traffic: 8%,  Average Future Daily Traffic: 5,536 (year 2037),  Design Load: HS 25 or greater,  Features Intersected: PIXLEY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.837,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 122.0m (400.3ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 30.4m (99.7ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 1.3m (4.3ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 73.5 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: Equal to present desirable 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: 32.30m (105.97ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2016,  Bridge Improvement Cost: $1,348,000,  Roadway Improvement Cost: $789,000,  Total Project Cost: $2,137,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing
Find on map >>   Show street view

Structure Number: 1040292,  Location: .5 MI SE JCT RTS 204+I490 (Lat: 43.129819,  Lng: -77.710567),  Route carried "under" structure: County highway ,  Year Built: 1993,  Structure Length: 0. m,  Average Daily Traffic: 3,225 (year 2016),  Truck Traffic: 3%,  Features Intersected: PIXLEY ROAD,  Facility Carried by Structure: RTE 204
Minimum Vertical Clearance: 4.95m (16.24ft),  Kilometerpoint: 0.692,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.4m (99.7ft)

Find on map >>   Show street view

Structure Number: 104331,  Location: .7 MI S JCT SH 251 & SH33 (Lat: 43.132011,  Lng: -77.735917),  Route carried "on" structure: State highway 386,  Year Built: 1920,  Status: Closed,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 4,763 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 4,810 (year 2037),  Features Intersected: LITTLE BLACK CREE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.462,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 82.0m (269.0ft),  Material/Design: Concrete,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 0.7m (2.3ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Fair,  Channel: Satisfactory,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 8.20m (26.90ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: May 2016,  Critical Feature Inspection Date: May 2016,  Bridge Improvement Cost: $258,000,  Roadway Improvement Cost: $151,000,  Total Project Cost: $409,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >>   Show street view

Structure Number: 104862,  Location: 1.5MI S JCT RTS I490 + 33 (Lat: 43.125506,  Lng: -77.729994),  Route carried "on" structure: County highway ,  Year Built: 1963,  Status: Open,  Structure Length: 13.17m (43.21ft),  Average Daily Traffic: 5,676 (year 2017),  Truck Traffic: 2%,  Average Future Daily Traffic: 5,732 (year 2037),  Design Load: HS 20,  Features Intersected: RTE I490,  Facility Carried by Structure: W SIDE DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.845,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 98.0m (321.5ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 25.6m (84.0ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 80.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 131.60m (431.76ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2016,  Bridge Improvement Cost: $3,052,000,  Roadway Improvement Cost: $1,787,000,  Total Project Cost: $4,840,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Find on map >>   Show street view

Structure Number: 104862,  Location: 1.5MI S JCT RTS I490 + 33 (Lat: 43.125506,  Lng: -77.729994),  Route carried "under" structure: Interstate 490,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 37,417 (year 2014),  Features Intersected: RTE I490,  Facility Carried by Structure: W SIDE DRIVE
Minimum Vertical Clearance: 4.47m (14.67ft),  Kilometerpoint: 22.043,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.6m (84.0ft)

Find on map >>   Show street view

Structure Number: 1048631,  Location: 1 MI S JCT I490WB & SH33 (Lat: 43.130461,  Lng: -77.723917),  Route carried "on" structure: Interstate 490,  Year Built: 1963,  Status: Open,  Structure Length: 0.07m (0.23ft),  Average Daily Traffic: 18,709 (year 2014),  Truck Traffic: 8%,  Design Load: HS 20,  Features Intersected: LITTLE BLACK CRK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.639,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 128.0m (419.9ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 0.3m (1.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 17.5m (57.4ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 74.8 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: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 0.07m (0.23ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2017,  Bridge Improvement Cost: $459,000,  Roadway Improvement Cost: $269,000,  Total Project Cost: $728,000 ( Estimate for 2018)
Find on map >>   Show street view

Structure Number: 1048632,  Location: 1 MI S JCT I490EB & SH 33 (Lat: 43.130272,  Lng: -77.723325),  Route carried "on" structure: Interstate 490,  Year Built: 1963,  Status: Open,  Structure Length: 0.07m (0.23ft),  Average Daily Traffic: 19,467 (year 2014),  Truck Traffic: 8%,  Average Future Daily Traffic: 19,979 (year 2037),  Design Load: HS 20,  Features Intersected: LITTLE BLACK CRK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.639,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 122.0m (400.3ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 0.3m (1.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 17.5m (57.4ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 74.8 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 0.07m (0.23ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2017,  Bridge Improvement Cost: $459,000,  Roadway Improvement Cost: $269,000,  Total Project Cost: $728,000 ( Estimate for 2018)
Find on map >>   Show street view

Structure Number: 1048641,  Location: 0.6MI S JCT RTS I490WB+33 (Lat: 43.135664,  Lng: -77.718917),  Route carried "on" structure: Interstate 490,  Year Built: 1963,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 7.86m (25.79ft),  Average Daily Traffic: 17,756 (year 2015),  Truck Traffic: 9%,  Design Load: HS 20+Mod,  Features Intersected: CSX TRANS/AMTRAK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.379,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 131.0m (429.8ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 32.9m (107.9ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.8m (45.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 56.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 78.60m (257.87ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2017,  Bridge Improvement Cost: $2,581,000,  Roadway Improvement Cost: $1,511,000,  Total Project Cost: $4,092,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >>   Show street view

Structure Number: 1048642,  Location: 0.6MI S JCT RTS I490EB+33 (Lat: 43.135972,  Lng: -77.718069),  Route carried "on" structure: Interstate 490,  Year Built: 1963,  Status: Open,  Structure Length: 7.59m (24.90ft),  Average Daily Traffic: 20,401 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 20,937 (year 2037),  Design Load: HS 20+Mod,  Features Intersected: CSX TRANS/AMTRAK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.379,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 168.0m (551.2ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 31.7m (104.0ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 17.5m (57.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 56.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 75.80m (248.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2017,  Bridge Improvement Cost: $3,147,000,  Roadway Improvement Cost: $1,843,000,  Total Project Cost: $4,989,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >>   Show street view

Structure Number: 104865,  Location: 0.6MI N JCT I490+33 RAMP (Lat: 43.153911,  Lng: -77.716419),  Route carried "on" structure: Ramp City street ,  Year Built: 1963,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 5.12m (16.80ft),  Average Daily Traffic: 4,909 (year 2017),  Truck Traffic: 7%,  Average Future Daily Traffic: 5,038 (year 2037),  Design Load: HS 20+Mod,  Features Intersected: RTE I490,  Facility Carried by Structure: RAMP D TO 531 WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.917,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 101.0m (331.4ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.1m (6.9ft),  Curb-To-Curb Width: 10.7m (35.1ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 65.3 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: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 51.20m (167.98ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2017,  Bridge Improvement Cost: $1,427,000,  Roadway Improvement Cost: $835,000,  Total Project Cost: $2,262,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing
Find on map >>   Show street view

Structure Number: 104865,  Location: 0.6MI N JCT I490+33 RAMP (Lat: 43.153911,  Lng: -77.716419),  Route carried "under" structure: Interstate 490,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 57,111 (year 2009),  Features Intersected: RTE I490,  Facility Carried by Structure: RAMP D TO 531 WB
Minimum Vertical Clearance: 4.78m (15.68ft),  Kilometerpoint: 25.277,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 2.1m (6.9ft)

Find on map >>   Show street view

Structure Number: 104866,  Location: 0.6MI N JCT I490+33 EB (Lat: 43.156050,  Lng: -77.716289),  Route carried "on" structure: State highway 531,  Year Built: 1963,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 5.97m (19.59ft),  Average Daily Traffic: 23,138 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 23,746 (year 2037),  Design Load: HS 20+Mod,  Features Intersected: RTE I490
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.386,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 134.0m (439.6ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.7m (77.8ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 1.1m (3.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 57.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 59.70m (195.87ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2017,  Bridge Improvement Cost: $1,682,000,  Roadway Improvement Cost: $985,000,  Total Project Cost: $2,666,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing
Find on map >>   Show street view

Structure Number: 104866,  Location: 0.6MI N JCT I490+33 EB (Lat: 43.156050,  Lng: -77.716289),  Route carried "under" structure: Interstate 490,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 89,284 (year 2002),  Features Intersected: RTE I490,  Facility Carried by Structure: RTE 531
Minimum Vertical Clearance: 5.36m (17.59ft),  Kilometerpoint: 25.615,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.7m (77.8ft)

Find on map >>   Show street view

Structure Number: 104867,  Location: 1.1MI E JCT I490EXT+386 (Lat: 43.157275,  Lng: -77.711461),  Route carried "on" structure: County highway ,  Year Built: 1963,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 4.85m (15.91ft),  Average Daily Traffic: 8,559 (year 2015),  Truck Traffic: 4%,  Average Future Daily Traffic: 8,644 (year 2037),  Design Load: HS 20+Mod,  Features Intersected: RTE I490,  Facility Carried by Structure: WEGMAN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.191,  Lanes on structure: 2,  Lanes under structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 104.0m (341.2ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.3m (69.9ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Poor,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 60.8 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: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 48.40m (158.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2017,  Bridge Improvement Cost: $1,260,000,  Roadway Improvement Cost: $738,000,  Total Project Cost: $1,998,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Discuss Gates, New York (NY) on our hugely popular New York forum.


City-data.com does not guarantee the accuracy or timeliness of any information on this site.  Use at your own risk.
Some parts © 2020 Advameg, Inc.