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Bridge Statistics for Ogden, New York (NY) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Ogden, NY, New York, New York forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 20 Total length: 83 meters (272ft) Total costs: $18,220,000 Total average daily traffic: 180,994 Total average daily truck traffic: 7,369 National Bridge Inventory (NBI) Registered Bridges for Ogden
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Find on map >>
Structure Number: 107469, Location: JCT CO RD 208 & SH 531 (Lat: 43.160328, Lng: -77.753942), Route carried "on" structure: County highway , Year Built: 1993, Status: Open, Structure Length: 6.52m (21.39ft), Average Daily Traffic: 8,377 (year 2007), Truck Traffic: 5%, Average Future Daily Traffic: 11,001 , Design Load: HS 20, Features Intersected: RTE 531, Facility Carried by Structure: MANITOU ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 6, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 22.8m (74.8ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 32.0m (105.0ft), Curb-To-Curb Width: 22.9m (75.1ft), Out-to-Out Width: 23.9m (78.4ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Operating Rating: 63.5 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: 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: 6.52m (21.39ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Bridge Improvement Cost: $840,000, Roadway Improvement Cost: $500,000, Total Project Cost: $1,340,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 1074701, Location: 2.6 MI E JCT SH259 &SH531 (Lat: 43.166997, Lng: -77.761164), Route carried "on" structure: State highway 531, Year Built: 1994, Status: Open, Structure Length: 3.50m (11.48ft), Average Daily Traffic: 15,277 (year 2005), Truck Traffic: 4%, Average Future Daily Traffic: 20,955 (year 2025), Design Load: HS 20, Features Intersected: LYELL ROAD-CR 117 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.459, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.1m (39.7ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 33.8m (110.9ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.9m (42.3ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 71.7 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: 3.50m (11.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2006, Bridge Improvement Cost: $840,000, Roadway Improvement Cost: $500,000, Total Project Cost: $1,340,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 1074702, Location: 2.6 MI E JCT SH259 &SH531 (Lat: 43.167136, Lng: -77.761150), Route carried "on" structure: State highway 531, Year Built: 1994, Status: Open, Structure Length: 3.50m (11.48ft), Average Daily Traffic: 15,277 (year 2005), Truck Traffic: 4%, Average Future Daily Traffic: 20,955 (year 2025), Design Load: HS 20, Features Intersected: LYELL ROAD-CR 117 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.459, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.1m (39.7ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 33.8m (110.9ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.9m (42.3ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 71.7 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: 3.50m (11.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2006, Bridge Improvement Cost: $840,000, Roadway Improvement Cost: $500,000, Total Project Cost: $1,340,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 107471, Location: 1.6 MI E JCT RTS 259& 531 (Lat: 43.175456, Lng: -77.774000), Route carried "on" structure: County highway , Year Built: 1993, Status: Open, Structure Length: 6.52m (21.39ft), Average Daily Traffic: 1,000 (year 2007), Truck Traffic: 4%, Average Future Daily Traffic: 1,453 , Design Load: HS 20, Features Intersected: RTE 531, Facility Carried by Structure: GILLETT ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 12.1m (39.7ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 32.0m (105.0ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.9m (42.3ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very 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: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.52m (21.39ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Bridge Improvement Cost: $840,000, Roadway Improvement Cost: $500,000, Total Project Cost: $1,340,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 107472, Location: 0.4 MI E OF JCT NY259&531 (Lat: 43.177775, Lng: -77.796522), Route carried "on" structure: State highway 531, Year Built: 1994, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 500 (year 2007), Truck Traffic: 6%, Average Future Daily Traffic: 821 , Design Load: HS 20, Features Intersected: NORTHRUP CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 326.627, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 24.3m (79.7ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft) Condition: Channel: Good, Culverts: Good, Operating Rating: 77.1 metric tons, Inventory Rating: 32.6 metric tons, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.67m (2.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2006, Bridge Improvement Cost: $361,000, Roadway Improvement Cost: $215,000, Total Project Cost: $576,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 107474, Location: .2 MI W JCT SH259 & SH531 (Lat: 43.179844, Lng: -77.814617), Route carried "on" structure: Bypass State highway 531, Year Built: 1994, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 18,868 (year 2006), Truck Traffic: 4%, Average Future Daily Traffic: 25,881 (year 2026), Design Load: HS 20, Features Intersected: WB NORTHRUP CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.196, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 35.9m (117.8ft), Skew: 13 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft) Condition: Channel: Very good, Culverts: Good, Operating Rating: 77.3 metric tons, Inventory Rating: 32.6 metric tons, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.67m (2.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2006, Bridge Improvement Cost: $528,000, Roadway Improvement Cost: $314,000, Total Project Cost: $842,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 331715, Location: 2 MI NW OF SPENCERPORT (Lat: 43.197522, Lng: -77.858003), Route carried "on" structure: County highway , Year Built: 1999, Status: Open, Structure Length: 1.09m (3.58ft), Average Daily Traffic: 1,914 (year 2001), Truck Traffic: 2%, Average Future Daily Traffic: 2,649 (year 2021), Design Load: HS 25, Features Intersected: SALMON CREEK, Facility Carried by Structure: COUNTY ROAD 175 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.9m (35.8ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 10.9m (35.8ft) Condition: Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 80.4 metric tons, Inventory Rating: 40.8 metric tons, Structural Evaluation: Better than 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: 1.09m (3.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2007, Bridge Improvement Cost: $258,000, Roadway Improvement Cost: $153,000, Total Project Cost: $411,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 33616, Location: 1.4 MI E OF SPENCERPORT (Lat: 43.188544, Lng: -77.773619), Route carried "on" structure: County highway , Year Built: 1969, Status: Open, Structure Length: 4.48m (14.70ft), Average Daily Traffic: 2,423 (year 2000), Truck Traffic: 2%, Average Future Daily Traffic: 3,353 (year 2020), Design Load: H 20, Features Intersected: EX-NY CENTRAL RR, Facility Carried by Structure: GILLETT ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Railroad, Approaching Roadway Width: 11.8m (38.7ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.3m (46.9ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.8m (38.7ft) Condition: Deck: Fair, Superstructure: Serious, Substructure: Poor, Operating Rating: 67.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 4.48m (14.70ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2007, Bridge Improvement Cost: $1,147,000, Roadway Improvement Cost: $682,000, Total Project Cost: $1,829,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete Find on map >>
Structure Number: 444313, Location: 2.5MI E JCT BARGE C + 259 (Lat: 43.187447, Lng: -77.753467), Route carried "on" structure: County highway , Year Built: 1950, Year Reconstructed: 1995, Status: Open, Structure Length: 11.00m (36.09ft), Average Daily Traffic: 15,959 (year 2002), Truck Traffic: 5%, Average Future Daily Traffic: 20,957 (year 2022), Design Load: HS 20, Features Intersected: ERIE CANAL, Facility Carried by Structure: MANITOU ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.5m (37.7ft), Skew: 1 degrees, Navigation Control: Yes ( Vertical Clearance: 6.7m (22.0ft), Horizontal Clearance: 22.8m (74.8ft)), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 56.9m (186.7ft), Curb or Sidewalk Widths: Left: 0.7m (2.3ft), Right: 0.7m (2.3ft), Curb-To-Curb Width: 10.9m (35.8ft), Out-to-Out Width: 11.5m (37.7ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 67.1 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: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 11.00m (36.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2007, Bridge Improvement Cost: $3,442,000, Roadway Improvement Cost: $1,997,000, Total Project Cost: $5,439,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 444314, Location: 1.4MI E JCT BARGE C + 259 (Lat: 43.190742, Lng: -77.773594), Route carried "on" structure: County highway , Year Built: 1909, Status: Posted for load-capacity, Structure Length: 5.69m (18.67ft), Average Daily Traffic: 2,703 (year 1997), Truck Traffic: 2%, Average Future Daily Traffic: 3,741 (year 2017), Features Intersected: ERIE CANAL, Facility Carried by Structure: GILLETT ROAD Minimum Vertical Clearance: 4.14m (13.58ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Navigation Control: Yes ( Vertical Clearance: 5.1m (16.7ft), Horizontal Clearance: 22.8m (74.8ft)), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 45.1m (148.0ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 4.4m (14.4ft), Out-to-Out Width: 5.0m (16.4ft) Condition: Deck: Fair, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 47.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: High priority of replacement, Length Of Structure Improvement: 5.69m (18.67ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: June 2006, Critical Feature Inspection Date: June 2006, Bridge Improvement Cost: $509,000, Roadway Improvement Cost: $301,000, Total Project Cost: $810,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 444316, Location: 1.2MI W JCT BARGE C + 259 (Lat: 43.195869, Lng: -77.823475), Route carried "on" structure: City street , Year Built: 1909, Status: Posted for load, Structure Length: 5.85m (19.19ft), Average Daily Traffic: 1,665 (year 2006), Truck Traffic: 2%, Average Future Daily Traffic: 2,304 (year 2026), Features Intersected: ERIE CANAL, Facility Carried by Structure: TRIMMER ROAD Minimum Vertical Clearance: 4.19m (13.75ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Navigation Control: Yes ( Vertical Clearance: 5.1m (16.7ft), Horizontal Clearance: 22.8m (74.8ft)), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 45.1m (148.0ft), Curb-To-Curb Width: 4.5m (14.8ft), Out-to-Out Width: 5.0m (16.4ft) Condition: Deck: Good, Superstructure: Good, Substructure: Excellent, Channel: Very good, Operating Rating: 27.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 17.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: High priority of replacement, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 5.85m (19.19ft), Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 12 months, Inspection Date: June 2007, Critical Feature Inspection Date: June 2007, Bridge Improvement Cost: $626,000, Roadway Improvement Cost: $372,000, Total Project Cost: $998,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 444318, Location: 1.4 MI E JCT BG CNL&SH260 (Lat: 43.202728, Lng: -77.872667), Route carried "on" structure: City street , Year Built: 2003, Status: Posted for load-capacity, Structure Length: 5.70m (18.70ft), Average Daily Traffic: 1,800 (year 2006), Truck Traffic: 2%, Average Future Daily Traffic: 2,491 (year 2026), Features Intersected: ERIE CANAL, Facility Carried by Structure: COUNTY ROAD 244 Minimum Vertical Clearance: 4.21m (13.81ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Navigation Control: Yes ( Vertical Clearance: 4.6m (15.1ft), Horizontal Clearance: 22.8m (74.8ft)), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 45.1m (148.0ft), Curb-To-Curb Width: 4.5m (14.8ft), Out-to-Out Width: 5.0m (16.4ft) Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Excellent, Channel: Very good, Operating Rating: 41.7 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 replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 5.70m (18.70ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: July 2007, Critical Feature Inspection Date: July 2007, Bridge Improvement Cost: $626,000, Roadway Improvement Cost: $372,000, Total Project Cost: $998,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Integral Concrete Find on map >>
Structure Number: 444359, Location: .4 MI N JCT SH 31 & SH 36 (Lat: 43.195681, Lng: -77.853922), Route carried "on" structure: County highway , Year Built: 2007, Status: Open, Structure Length: 4.41m (14.47ft), Average Daily Traffic: 4,430 (year 2003), Truck Traffic: 4%, Average Future Daily Traffic: 6,435 (year 2023), Design Load: H 20, Features Intersected: ERIE CANAL, Facility Carried by Structure: WASHINGTON STREET Minimum Vertical Clearance: 2.69m (8.83ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.0m (19.7ft), Navigation Control: Yes ( Vertical Clearance: 6.0m (19.7ft), Horizontal Clearance: 22.8m (74.8ft)), Material/Design: Steel, Design/Construction: Movable - Lift, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 36.2m (118.8ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 5.6m (18.4ft), Out-to-Out Width: 6.3m (20.7ft) Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Very good, Operating Rating: 10.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 6.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 4.41m (14.47ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: September 2007, Critical Feature Inspection Date: September 2007, Bridge Improvement Cost: $600,000, Roadway Improvement Cost: $357,000, Total Project Cost: $957,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 107469, Location: JCT CO RD 208 & SH 531 (Lat: 43.160328, Lng: -77.753942), Route carried "under" structure: State highway 531, Year Built: 1993, Structure Length: 6.52m (21.39ft), Average Daily Traffic: 42,088 (year 2005), Truck Traffic: 4%, Features Intersected: RTE 531, Facility Carried by Structure: MANITOU ROAD Minimum Vertical Clearance: 4.64m (15.22ft), Kilometerpoint: 9.557, Lanes on structure: 6, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.0m (105.0ft) Find on map >>
Structure Number: 1074701, Location: 2.6 MI E JCT SH259 &SH531 (Lat: 43.166997, Lng: -77.761164), Route carried "under" structure: County highway , Year Built: 1994, Structure Length: 3.50m (11.48ft), Average Daily Traffic: 10 (year 2007), Truck Traffic: 4%, Features Intersected: LYELL ROAD-CR 117, Facility Carried by Structure: RTE 531 Minimum Vertical Clearance: 4.47m (14.67ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.8m (110.9ft) Find on map >>
Structure Number: 1074702, Location: 2.6 MI E JCT SH259 &SH531 (Lat: 43.167136, Lng: -77.761150), Route carried "under" structure: County highway , Year Built: 1994, Structure Length: 3.50m (11.48ft), Average Daily Traffic: 90 (year 2007), Truck Traffic: 4%, Features Intersected: LYELL ROAD-CR 117, Facility Carried by Structure: RTE 531 Minimum Vertical Clearance: 4.47m (14.67ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.8m (110.9ft) Find on map >>
Structure Number: 107471, Location: 1.6 MI E JCT RTS 259& 531 (Lat: 43.175456, Lng: -77.774000), Route carried "under" structure: State highway 531, Year Built: 1993, Structure Length: 6.52m (21.39ft), Average Daily Traffic: 30,553 (year 2005), Truck Traffic: 4%, Features Intersected: RTE 531, Facility Carried by Structure: GILLETT ROAD Minimum Vertical Clearance: 4.57m (14.99ft), Kilometerpoint: 6.887, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.0m (105.0ft) Find on map >>
Structure Number: 7706971, Location: 2.7 MI W OF SPENCERPORT (Lat: 43.195083, Lng: -77.854019), Route carried "under" structure: County highway , Year Built: 1914, Structure Length: 1.06m (3.48ft), Average Daily Traffic: 4,430 (year 2003), Truck Traffic: 4%, Features Intersected: WASH ST C R 212, Facility Carried by Structure: ABANDONED NYC RR Minimum Vertical Clearance: 4.44m (14.57ft), Kilometerpoint: 0.000, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 9.1m (29.9ft) Find on map >>
Structure Number: 7706972, Location: 2.7 MI W OF SPENCERPORT (Lat: 43.195011, Lng: -77.854006), Route carried "under" structure: County highway , Year Built: 1914, Structure Length: 1.06m (3.48ft), Average Daily Traffic: 4,430 (year 2003), Truck Traffic: 4%, Features Intersected: WASH ST C R 212, Facility Carried by Structure: ABANDONED NYC RR Minimum Vertical Clearance: 4.44m (14.57ft), Kilometerpoint: 0.000, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 9.1m (29.9ft) Find on map >>
Structure Number: 77152, Location: 2.4 MI E OF SPENCERPORT (Lat: 43.184764, Lng: -77.753500), Route carried "under" structure: County highway , Year Built: 1955, Structure Length: 1.43m (4.69ft), Average Daily Traffic: 9,200 (year 2007), Truck Traffic: 5%, Features Intersected: MANITOU RD CR 208, Facility Carried by Structure: ABANDONED NYC RR Minimum Vertical Clearance: 4.21m (13.81ft), Kilometerpoint: 0.000, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 13.4m (44.0ft) Discuss this city on our hugely popular New York forum Back to: Ogden, NY, New York, All US cities.
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