 |
 |
Bridge Statistics for Scio, New York (NY) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Scio, NY, New York, New York forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 18 Total length: 53 meters (174ft) Total costs: $13,298,000 Total average daily traffic: 32,303 Total average daily truck traffic: 2,729 Total future (year 2022) average daily traffic: 44,281 National Bridge Inventory (NBI) Registered Bridges for Scio
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Find on map >>
Structure Number: 101242, Location: 2.2 MI NE ALLENTOWN (Lat: 42.103281, Lng: -78.034725), Route carried "on" structure: State highway 417, Year Built: 1994, Status: Open, Structure Length: 2.62m (8.60ft), Average Daily Traffic: 2,148 (year 2002), Truck Traffic: 9%, Average Future Daily Traffic: 2,998 (year 2022), Design Load: HS 25, Features Intersected: KNIGHTS CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 189.476, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.1m (39.7ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.9m (81.7ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 12.8m (42.0ft) Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Channel: Very good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, 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: 2.62m (8.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2006, Bridge Improvement Cost: $388,000, Roadway Improvement Cost: $231,000, Total Project Cost: $619,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 101494, Location: SH 19 - S END OF SCIO (Lat: 42.169878, Lng: -77.978306), Route carried "on" structure: State highway 19, Year Built: 1996, Status: Open, Structure Length: 3.84m (12.60ft), Average Daily Traffic: 8,957 (year 2005), Truck Traffic: 9%, Average Future Daily Traffic: 12,503 (year 2025), Design Load: HS 25, Features Intersected: VANDERMARK CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.828, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 37.7m (123.7ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.4m (44.0ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 85.3 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 desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.84m (12.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2006, Bridge Improvement Cost: $224,000, Roadway Improvement Cost: $133,000, Total Project Cost: $357,000 ( 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: 101495, Location: SH 19 - .5 MI N OF SCIO (Lat: 42.180897, Lng: -77.981058), Route carried "on" structure: State highway 19, Year Built: 1996, Status: Open, Structure Length: 2.34m (7.68ft), Average Daily Traffic: 5,850 (year 2007), Truck Traffic: 9%, Average Future Daily Traffic: 8,166 (year 2027), Design Load: HS 25, Features Intersected: DRY BROOK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.124, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.1m (39.7ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.8m (74.8ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 12.8m (42.0ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Very good, Channel: Satisfactory, Operating Rating: 89.8 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.34m (7.68ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2006, Bridge Improvement Cost: $224,000, Roadway Improvement Cost: $133,000, Total Project Cost: $357,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 221499, Location: 4.0 MI NW OF WELLSVILLE (Lat: 42.149853, Lng: -78.013833), Route carried "on" structure: City street , Year Built: 1998, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 213 (year 2006), Truck Traffic: 6%, Average Future Daily Traffic: 279 (year 2026), Design Load: HS 25, Features Intersected: SNOWBALL HOLL CRK, Facility Carried by Structure: SNOWBALL HOLL RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.0m (19.7ft), Skew: 3 degrees, Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.2m (26.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Fair, Channel: Fair, Operating Rating: 83.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 59.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.91m (2.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2006, Bridge Improvement Cost: $165,000, Roadway Improvement Cost: $98,000, Total Project Cost: $263,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 2215, Location: 4.5 MI NW OF WELLSVILLE (Lat: 42.147833, Lng: -78.031589), Route carried "on" structure: City street , Year Built: 1995, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 213 (year 2006), Truck Traffic: 6%, Average Future Daily Traffic: 279 (year 2026), Design Load: HS 25, Features Intersected: SNOWBALL HOLLW CK, Facility Carried by Structure: SNOWBALL HLLOW RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.4m (17.7ft), Skew: 2 degrees, Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.8m (25.6ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Excellent, Channel: Satisfactory, Operating Rating: 84.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 59.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.91m (2.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Bridge Improvement Cost: $165,000, Roadway Improvement Cost: $98,000, Total Project Cost: $263,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 221501, Location: 1.0 MI NW OF SCIO (Lat: 42.179261, Lng: -77.993500), Route carried "on" structure: City street , Year Built: 1990, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 763 (year 2002), Truck Traffic: 6%, Average Future Daily Traffic: 998 (year 2022), Design Load: HS 20, Features Intersected: GORDON BROOK, Facility Carried by Structure: BACK RIVER ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.7m (25.3ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 34.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.52m (4.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2006, Bridge Improvement Cost: $165,000, Roadway Improvement Cost: $98,000, Total Project Cost: $263,000 ( Estimate for 2007), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 221502, Location: 3.8 MI E OF SCIO (Lat: 42.185542, Lng: -77.906458), Route carried "on" structure: City street , Year Built: 1974, Status: Open, Structure Length: 1.82m (5.97ft), Average Daily Traffic: 96 (year 2002), Truck Traffic: 6%, Average Future Daily Traffic: 126 (year 2022), Features Intersected: VANDERMARK CREEK, Facility Carried by Structure: PIXLEY HILL ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.6m (57.7ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.2m (23.6ft) Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Poor, Channel: Poor, Operating Rating: 38.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.82m (5.97ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2007, Bridge Improvement Cost: $286,000, Roadway Improvement Cost: $170,000, Total Project Cost: $456,000 ( Estimate for 2007), Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 225434, Location: 0.5 MI NE OF SCIO (Lat: 42.180136, Lng: -77.970811), Route carried "on" structure: City street , Year Built: 1978, Year Reconstructed: 2001, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 241 (year 2002), Truck Traffic: 6%, Average Future Daily Traffic: 315 (year 2022), Design Load: HS 25, Features Intersected: DRY BROOK, Facility Carried by Structure: DRY BROOK ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 3 degrees, Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.8m (25.6ft) Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Very good, Channel: Satisfactory, Operating Rating: 78.2 metric tons, Inventory Rating: 40.8 metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.85m (2.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Bridge Improvement Cost: $1,725,000, Roadway Improvement Cost: $1,026,000, Total Project Cost: $2,751,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 225463, Location: 0.7 MI NE OF ALLENTOWN (Lat: 42.090142, Lng: -78.057011), Route carried "on" structure: City street , Year Built: 2002, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 21 (year 2006), Truck Traffic: 6%, Average Future Daily Traffic: 27 (year 2026), Design Load: HS 25, Features Intersected: KNIGHTS CREEK, Facility Carried by Structure: ALLEN ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 1 degrees, Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.4m (27.6ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 78.6 metric tons, Inventory Rating: 40.8 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.91m (2.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2006, Bridge Improvement Cost: $110,000, Roadway Improvement Cost: $66,000, Total Project Cost: $176,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 33305, Location: 1.2 MILES WEST OF SCIO (Lat: 42.173153, Lng: -78.001011), Route carried "on" structure: County highway , Year Built: 1997, Status: Open, Structure Length: 1.21m (3.97ft), Average Daily Traffic: 1,564 (year 2006), Truck Traffic: 9%, Average Future Daily Traffic: 2,046 (year 2026), Design Load: HS 25, Features Intersected: GORDON BROOK, Facility Carried by Structure: MIDDAUGH HILL RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 3 degrees, Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.5m (37.7ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.7m (31.8ft) Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Good, Channel: Satisfactory, Operating Rating: 65.3 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: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.21m (3.97ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Bridge Improvement Cost: $410,000, Roadway Improvement Cost: $244,000, Total Project Cost: $654,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 333051, Location: 2.6 MI E OF SCIO (Lat: 42.170672, Lng: -77.928261), Route carried "on" structure: County highway , Year Built: 1960, Year Reconstructed: 1999, Status: Open, Structure Length: 5.02m (16.47ft), Average Daily Traffic: 842 (year 2007), Truck Traffic: 8%, Average Future Daily Traffic: 1,138 (year 2027), Design Load: HS 20, Features Intersected: VANDERMARK CREEK, Facility Carried by Structure: COUNTY ROAD 10 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.0m (19.7ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 24.9m (81.7ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.7m (31.8ft) Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 58.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.02m (16.47ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Bridge Improvement Cost: $410,000, Roadway Improvement Cost: $244,000, Total Project Cost: $654,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete Find on map >>
Structure Number: 333052, Location: 1.7 MI SW OF SCIO (Lat: 42.155178, Lng: -78.002461), Route carried "on" structure: County highway , Year Built: 1980, Status: Open, Structure Length: 1.85m (6.07ft), Average Daily Traffic: 1,286 (year 2007), Truck Traffic: 8%, Average Future Daily Traffic: 1,739 (year 2027), Design Load: HS 20, Features Intersected: KNIGHT CREEK, Facility Carried by Structure: COUNTY ROAD 9 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.6m (57.7ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 8.4m (27.6ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Fair, Channel: Satisfactory, Operating Rating: 63.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.85m (6.07ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2006, Bridge Improvement Cost: $410,000, Roadway Improvement Cost: $244,000, Total Project Cost: $654,000 ( Estimate for 2007), Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 333053, Location: 3.1 KM E OF SCIO (Lat: 42.172250, Lng: -77.942897), Route carried "on" structure: County highway , Year Built: 1999, Status: Open, Structure Length: 6.16m (20.21ft), Average Daily Traffic: 842 (year 2007), Truck Traffic: 8%, Average Future Daily Traffic: 1,138 (year 2027), Design Load: HS 25, Features Intersected: VANDERMARK CREEK, Facility Carried by Structure: COUNTY ROAD 10 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 59.8m (196.2ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft) Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Very good, Operating Rating: 89.8 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: Superior to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.16m (20.21ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Bridge Improvement Cost: $410,000, Roadway Improvement Cost: $244,000, Total Project Cost: $654,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 333054, Location: 0.5 MI W OF SCIO (Lat: 42.170806, Lng: -77.988033), Route carried "on" structure: County highway , Year Built: 1955, Year Reconstructed: 1989, Status: Open, Structure Length: 3.20m (10.50ft), Average Daily Traffic: 3,074 (year 2007), Truck Traffic: 8%, Average Future Daily Traffic: 4,156 (year 2027), Design Load: HS 20, Features Intersected: KNIGHT CRK, Facility Carried by Structure: COUNTY ROAD 9 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 8.9m (29.2ft), Out-to-Out Width: 9.7m (31.8ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 88.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 3.20m (10.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2006, Bridge Improvement Cost: $672,000, Roadway Improvement Cost: $400,000, Total Project Cost: $1,072,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 333055, Location: 0.6 MI W OF SCIO (Lat: 42.163103, Lng: -77.995167), Route carried "on" structure: County highway , Year Built: 1974, Status: Open, Structure Length: 2.92m (9.58ft), Average Daily Traffic: 1,286 (year 2007), Truck Traffic: 8%, Average Future Daily Traffic: 1,739 (year 2027), Design Load: HS 20+Mod, Features Intersected: KNIGHT CREEK, Facility Carried by Structure: CR#9 KNIGHT CK RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 28.6m (93.8ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 9.4m (30.8ft) Condition: Deck: Fair, Superstructure: Very good, Substructure: Fair, Channel: Fair, Operating Rating: 83.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.92m (9.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2006, Bridge Improvement Cost: $595,000, Roadway Improvement Cost: $354,000, Total Project Cost: $949,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 333056, Location: 1.3 MILES EAST OF SCIO (Lat: 42.167572, Lng: -77.957825), Route carried "on" structure: County highway , Year Built: 1954, Year Reconstructed: 1999, Status: Open, Structure Length: 4.72m (15.49ft), Average Daily Traffic: 842 (year 2007), Truck Traffic: 8%, Average Future Daily Traffic: 1,138 (year 2027), Design Load: HS 20, Features Intersected: VANDERMARK CREEK, Facility Carried by Structure: VANDERMARK ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.0m (19.7ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.7m (31.8ft) Condition: Deck: Excellent, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 66.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.72m (15.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Bridge Improvement Cost: $595,000, Roadway Improvement Cost: $354,000, Total Project Cost: $949,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete Find on map >>
Structure Number: 333057, Location: 3.6 MILES NE OF SCIO (Lat: 42.178003, Lng: -77.915925), Route carried "on" structure: County highway , Year Built: 1954, Year Reconstructed: 1999, Status: Open, Structure Length: 5.12m (16.80ft), Average Daily Traffic: 840 (year 2007), Truck Traffic: 8%, Average Future Daily Traffic: 1,136 (year 2027), Design Load: H 20, Features Intersected: VANDERMARK CREEK, Facility Carried by Structure: COUNTY ROAD 10 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.0m (19.7ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.1m (52.8ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.7m (31.8ft) Condition: Deck: Excellent, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 82.6 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: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.12m (16.80ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Bridge Improvement Cost: $595,000, Roadway Improvement Cost: $354,000, Total Project Cost: $949,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete Find on map >>
Structure Number: 333079, Location: IN SCIO (Lat: 42.171292, Lng: -77.984558), Route carried "on" structure: County highway , Year Built: 1978, Status: Open, Structure Length: 7.65m (25.10ft), Average Daily Traffic: 3,225 (year 2007), Truck Traffic: 8%, Average Future Daily Traffic: 4,360 (year 2027), Features Intersected: GENESEE RIVER, Facility Carried by Structure: KNIGHT CREEK ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 37.7m (123.7ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 0.0m, Curb-To-Curb Width: 11.5m (37.7ft), Out-to-Out Width: 13.7m (44.9ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 92.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 55.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.65m (25.10ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: October 2006, Underwater Inspection Date: September 2004, Bridge Improvement Cost: $789,000, Roadway Improvement Cost: $469,000, Total Project Cost: $1,258,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing Discuss this city on our hugely popular New York forum Back to: Scio, NY, New York, All US cities.
|
 |
