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

Find on map >>   Show street view

Structure Number: 10282,  Location: 1.3 MI SW INT RTS 62 + 75 (Lat: 42.678289,  Lng: -78.873553),  Route carried "on" structure: US 62,  Year Built: 1991,  Status: Open,  Structure Length: 33.99m (111.52ft),  Average Daily Traffic: 7,542 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 7,577 (year 2040),  Design Load: HS 20,  Features Intersected: MILL ROAD, EIGHTEEN MILE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.259,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 57.9m (190.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 67.1 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 desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Superior to present desirable criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 33.98m (111.48ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $14,883,000,  Roadway Improvement Cost: $8,716,000,  Total Project Cost: $23,599,000 ( Estimate for 2021),  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: 102989,  Location: 3 MI N JCT SH 75 & SH 249 (Lat: 42.630375,  Lng: -78.844267),  Route carried "on" structure: State highway 75,  Year Built: 1979,  Status: Open,  Structure Length: 3.26m (10.70ft),  Average Daily Traffic: 1,528 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 1,543 (year 2040),  Design Load: HS 20,  Features Intersected: S B 18 MILE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.720,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 32.0m (105.0ft),  Curb-To-Curb Width: 13.5m (44.3ft),  Out-to-Out Width: 14.4m (47.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 71.6 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: 22.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.26m (10.70ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $1,493,000,  Roadway Improvement Cost: $874,000,  Total Project Cost: $2,368,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

Find on map >>   Show street view

Structure Number: 226081,  Location: 1.8 MI. SW OF EDEN (Lat: 42.639644,  Lng: -78.926733),  Route carried "on" structure: Other road ,  Year Built: 1972,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 371 (year 2017),  Truck Traffic: 7%,  Average Future Daily Traffic: 519 (year 2037),  Features Intersected: RYTHUS CREEK,  Facility Carried by Structure: NEW JERUSALEM RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.223,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Fair,  Operating Rating: 73.8 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 19.6 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.64m (2.10ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $108,000,  Roadway Improvement Cost: $63,000,  Total Project Cost: $171,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 332762,  Location: 3.4 MI NW OF NEW OREGON (Lat: 42.624906,  Lng: -78.838042),  Route carried "on" structure: County highway ,  Year Built: 1994,  Status: Open,  Structure Length: 2.56m (8.40ft),  Average Daily Traffic: 338 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 473 (year 2037),  Design Load: HS 25 or greater,  Features Intersected: S BR 18 MILE CRK,  Facility Carried by Structure: NEW OREGON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.773,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 24.3m (79.7ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 59.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 46.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 2.56m (8.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $1,273,000,  Roadway Improvement Cost: $746,000,  Total Project Cost: $2,019,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

Find on map >>   Show street view

Structure Number: 332776,  Location: .4 MI NW OF EDEN VALLEY (Lat: 42.680392,  Lng: -78.878675),  Route carried "on" structure: County highway ,  Year Built: 1988,  Status: Open,  Structure Length: 4.21m (13.81ft),  Average Daily Traffic: 554 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 776 (year 2040),  Design Load: HS 20,  Features Intersected: S B 18 MILE CREEK,  Facility Carried by Structure: BLEY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.805,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  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: 8.5m (27.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.20m (13.78ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $1,847,000,  Roadway Improvement Cost: $1,082,000,  Total Project Cost: $2,928,000 ( Estimate for 2021),  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: 332781,  Location: 2.5 MI SE OF EDEN VALLEY (Lat: 42.643711,  Lng: -78.853994),  Route carried "on" structure: County highway ,  Year Built: 2002,  Status: Open,  Structure Length: 9.39m (30.81ft),  Average Daily Traffic: 1,216 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 1,504 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: EIGHTEEN MILE CRK,  Facility Carried by Structure: E CHURCH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.894,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 42.0m (137.8ft),  Curb-To-Curb Width: 10.2m (33.5ft),  Out-to-Out Width: 11.2m (36.7ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 45.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 35.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 9.38m (30.77ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $3,861,000,  Roadway Improvement Cost: $2,261,000,  Total Project Cost: $6,122,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Galvanized Reinforcing

Find on map >>   Show street view

Structure Number: 332789,  Location: 2.9 MI NW OF NEW OREGON (Lat: 42.619561,  Lng: -78.831278),  Route carried "on" structure: Other road ,  Year Built: 1911,  Year Reconstructed: 1988,  Status: Closed,  Structure Length: 3.20m (10.50ft),  Average Daily Traffic: 335 (year 2017),  Truck Traffic: 4%,  Average Future Daily Traffic: 469 (year 2037),  Design Load: H 15,  Features Intersected: S BR 18 MILE CRK,  Facility Carried by Structure: CLARKSBURG ROAD
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 1.287,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 3.7m (12.1ft),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 31.3m (102.7ft),  Curb-To-Curb Width: 4.4m (14.4ft),  Out-to-Out Width: 5.0m (16.4ft)

Condition: Deck: Fair,  Superstructure: Critical,  Substructure: Fair,  Channel: Good,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Meets minimum limits,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 3.20m (10.50ft),  Designated Inspection Frequency: Every 12 months,  Critical Feature Inspection Frequency: Every 12 months,  Inspection Date: November 2021,  Critical Feature Inspection Date: November 2021,  Bridge Improvement Cost: $1,346,000,  Roadway Improvement Cost: $788,000,  Total Project Cost: $2,133,000 ( Estimate for 2021),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

Find on map >>   Show street view

Structure Number: 5512411,  Location: 2.7 MI. NE OF INT.57A (Lat: 42.692431,  Lng: -78.932214),  Route carried "on" structure: Interstate 90,  Year Built: 1957,  Year Reconstructed: 2012,  Status: Open,  Structure Length: 19.39m (63.62ft),  Average Daily Traffic: 14,697 (year 2014),  Truck Traffic: 22%,  Design Load: HS 20+Mod,  Features Intersected: EIGHTEEN MILE CREEK, SHA
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 711.387,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On Interstate toll segment,  Owner: State Toll Authority,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 45.7m (149.9ft),  Curb-To-Curb Width: 15.0m (49.2ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 59.9 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: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 19.38m (63.58ft),  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: $11,825,000,  Roadway Improvement Cost: $6,925,000,  Total Project Cost: $18,749,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 5512412,  Location: 2.7 MI. NE OF INT.57A (Lat: 42.692200,  Lng: -78.931856),  Route carried "on" structure: Interstate 90,  Year Built: 1957,  Year Reconstructed: 2012,  Status: Open,  Structure Length: 20.06m (65.81ft),  Average Daily Traffic: 8,734 (year 2017),  Truck Traffic: 34%,  Average Future Daily Traffic: 9,788 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: EIGHTEEN MILE CREEK, SHA
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.759,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On Interstate toll segment,  Owner: State Toll Authority,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 45.7m (149.9ft),  Curb-To-Curb Width: 14.9m (48.9ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 59.9 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: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 20.05m (65.78ft),  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: $12,151,000,  Roadway Improvement Cost: $7,116,000,  Total Project Cost: $19,267,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 10282,  Location: 1.3 MI SW INT RTS 62 + 75 (Lat: 42.678289,  Lng: -78.873553),  Route carried "under" structure: Other road ,  Year Built: 1991,  Structure Length: 0. m,  Features Intersected: MILL ROAD, EIGHTEEN MILE,  Facility Carried by Structure: RTE 62
Minimum Vertical Clearance: 17.78m (58.33ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 57.9m (190.0ft)

Find on map >>   Show street view

Structure Number: 5512411,  Location: 2.7 MI. NE OF INT.57A (Lat: 42.692431,  Lng: -78.932214),  Route carried "under" structure: County highway ,  Year Built: 1957,  Structure Length: 0. m,  Average Daily Traffic: 1,745 (year 2014),  Features Intersected: EIGHTEEN MILE CREEK, SHA,  Facility Carried by Structure: RTE I90
Minimum Vertical Clearance: 6.20m (20.34ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 45.7m (149.9ft)

Find on map >>   Show street view

Structure Number: 5512412,  Location: 2.7 MI. NE OF INT.57A (Lat: 42.692200,  Lng: -78.931856),  Route carried "under" structure: County highway ,  Year Built: 1957,  Structure Length: 0. m,  Average Daily Traffic: 1,745 (year 2014),  Features Intersected: EIGHTEEN MILE CREEK, SHA,  Facility Carried by Structure: RTE I90
Minimum Vertical Clearance: 4.37m (14.34ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 45.7m (149.9ft)

Find on map >>   Show street view

Structure Number: 702819,  Location: 3 MI N JCT US 62 & SH 249 (Lat: 42.633814,  Lng: -78.918081),  Route carried "under" structure: US 62,  Year Built: 1936,  Structure Length: 0. m,  Average Daily Traffic: 6,262 (year 1999),  Features Intersected: RTE 62,  Facility Carried by Structure: BUFFALO SOUTHERN
Minimum Vertical Clearance: 4.26m (13.98ft),  Kilometerpoint: 20.289,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 30.7m (100.7ft)