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Bridge Statistics for Newfield, New York (NY) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Newfield, NY, New York, New York forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 21 Total length: 44 meters (144ft) Total costs: $15,237,000 Total average daily traffic: 66,816 Total average daily truck traffic: 6,179 Total future (year 2018) average daily traffic: 84,987 National Bridge Inventory (NBI) Registered Bridges for Newfield
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Bridge Condition - Culverts Find on map >>
Structure Number: 101025, Location: 0.6 MI NE 13 +SCHUYLER CL (Lat: 42.301319, Lng: -76.681572), Route carried "on" structure: State highway 13, Year Built: 1960, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 8,490 (year 2007), Truck Traffic: 10%, Average Future Daily Traffic: 11,339 (year 2027), Design Load: HS 20, Features Intersected: PONY HOLLOW CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.998, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.2m (63.0ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.4m (44.0ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Poor, Operating Rating: 61.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.95m (6.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007, Bridge Improvement Cost: $1,564,000, Roadway Improvement Cost: $930,000, Total Project Cost: $2,494,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete Find on map >>
Structure Number: 101026, Location: .2 MI NE JCT SH13 & CR135 (Lat: 42.302856, Lng: -76.679025), Route carried "on" structure: State highway 13, Year Built: 1959, Status: Open, Structure Length: 1.21m (3.97ft), Average Daily Traffic: 8,490 (year 2007), Truck Traffic: 10%, Average Future Daily Traffic: 11,339 (year 2027), Design Load: HS 20, Features Intersected: TB PONY HOLLOW CK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.002, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.8m (38.7ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.4m (44.0ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.9 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: 1.21m (3.97ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2007, Bridge Improvement Cost: $353,000, Roadway Improvement Cost: $210,000, Total Project Cost: $563,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete Find on map >>
Structure Number: 101027, Location: 1.0 MI NE 13 +SCHUYLER CL (Lat: 42.304772, Lng: -76.676758), Route carried "on" structure: State highway 13, Year Built: 1959, Status: Open, Structure Length: 1.21m (3.97ft), Average Daily Traffic: 8,490 (year 2007), Truck Traffic: 10%, Average Future Daily Traffic: 11,339 (year 2027), Design Load: HS 20, Features Intersected: CHAFFEE CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.002, 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: 11.8m (38.7ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.5m (44.3ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Fair, Operating Rating: 44.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.21m (3.97ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Bridge Improvement Cost: $354,000, Roadway Improvement Cost: $211,000, Total Project Cost: $565,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Integral Concrete Find on map >>
Structure Number: 101028, Location: 2.1 MI NE 13 +SCHUYLER CL (Lat: 42.318300, Lng: -76.663644), Route carried "on" structure: State highway 13, Year Built: 1959, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 8,490 (year 2007), Truck Traffic: 10%, Average Future Daily Traffic: 11,339 (year 2027), Design Load: HS 20, Features Intersected: PONY HOLLOW CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.5m (44.3ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 85.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.55m (5.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007, Bridge Improvement Cost: $354,000, Roadway Improvement Cost: $211,000, Total Project Cost: $565,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Integral Concrete Find on map >>
Structure Number: 101029, Location: 2.6 MI NE 13 +SCHUYLER CL (Lat: 42.323372, Lng: -76.658269), Route carried "on" structure: State highway 13, Year Built: 1959, Status: Open, Structure Length: 1.49m (4.89ft), Average Daily Traffic: 8,490 (year 2007), Truck Traffic: 10%, Average Future Daily Traffic: 11,339 (year 2027), Design Load: HS 20, Features Intersected: CARTER CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.002, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.1m (39.7ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.3m (46.9ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 12.9m (42.3ft) Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Fair, Channel: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.49m (4.89ft), Designated Inspection Frequency: Every 12 months, Inspection Date: September 2007, Bridge Improvement Cost: $354,000, Roadway Improvement Cost: $211,000, Total Project Cost: $565,000 ( 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: 102324, Location: .9 MI SW JCT SH 34 & SH13 (Lat: 42.347086, Lng: -76.540911), Route carried "on" structure: State highway 96, Year Built: 1990, Status: Open, Structure Length: 1.98m (6.50ft), Average Daily Traffic: 3,410 (year 2006), Truck Traffic: 10%, Average Future Daily Traffic: 3,774 (year 2026), Design Load: HS 20, Features Intersected: VAN BUSKIRK GULF Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.778, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.3m (33.8ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.5m (60.7ft), Curb-To-Curb Width: 10.3m (33.8ft), Out-to-Out Width: 11.0m (36.1ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Excellent, Channel: Good, Operating Rating: 75.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.98m (6.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2006, Bridge Improvement Cost: $212,000, Roadway Improvement Cost: $126,000, Total Project Cost: $338,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 102325, Location: 3.5 MI SW JCT SH34 & SH13 (Lat: 42.351097, Lng: -76.543067), Route carried "on" structure: State highway 34, Year Built: 1990, Status: Open, Structure Length: 4.90m (16.08ft), Average Daily Traffic: 3,410 (year 2006), Truck Traffic: 10%, Average Future Daily Traffic: 3,774 (year 2026), Design Load: HS 20, Features Intersected: NORFOLK SOUTHERN Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.664, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.3m (33.8ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 48.1m (157.8ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 11.1m (36.4ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Poor, Operating Rating: 85.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.90m (16.08ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2006, Bridge Improvement Cost: $1,179,000, Roadway Improvement Cost: $701,000, Total Project Cost: $1,880,000 ( 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: 102326, Location: 3.3 MI SW JCT RTS 34 & 13 (Lat: 42.354394, Lng: -76.545617), Route carried "on" structure: State highway 96, Year Built: 1990, Status: Open, Structure Length: 2.49m (8.17ft), Average Daily Traffic: 3,410 (year 2006), Truck Traffic: 10%, Average Future Daily Traffic: 3,774 (year 2026), Design Load: HS 20, Features Intersected: CAYUGA INLET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.676, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.3m (33.8ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.7m (77.8ft), Curb-To-Curb Width: 10.3m (33.8ft), Out-to-Out Width: 11.0m (36.1ft) Condition: Deck: Fair, Superstructure: Very good, Substructure: Poor, Channel: Satisfactory, Operating Rating: 88.0 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: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.49m (8.17ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2006, Bridge Improvement Cost: $594,000, Roadway Improvement Cost: $353,000, Total Project Cost: $947,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 102327, Location: 0.9 MI SW JCT RTS 34 & 13 (Lat: 42.385925, Lng: -76.553803), Route carried "on" structure: State highway 34, Year Built: 1990, Status: Open, Structure Length: 9.38m (30.77ft), Average Daily Traffic: 6,784 (year 2007), Truck Traffic: 5%, Average Future Daily Traffic: 8,060 (year 2027), Design Load: HS 20, Features Intersected: NORFOLK SOUTHERN, CAYUGA Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.936, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.9m (35.8ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 28.3m (92.8ft), Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 11.7m (38.4ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 71.7 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 desirable criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.38m (30.77ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2006, Bridge Improvement Cost: $2,384,000, Roadway Improvement Cost: $1,383,000, Total Project Cost: $3,767,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 221014, Location: 1.8 MI NE OF NEWFIELD (Lat: 42.374028, Lng: -76.557522), Route carried "on" structure: City street , Year Built: 1981, Status: Open, Structure Length: 1.09m (3.58ft), Average Daily Traffic: 455 (year 1999), Truck Traffic: 6%, Average Future Daily Traffic: 571 (year 2019), Features Intersected: W BR CAYUGA INLET, Facility Carried by Structure: SHELTER VALLEY RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.1m (16.7ft), Skew: 2 degrees, Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.6m (34.8ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 8.1m (26.6ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 80.1 metric tons, Inventory Rating: 32.6 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.09m (3.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Bridge Improvement Cost: $192,000, Roadway Improvement Cost: $114,000, Total Project Cost: $306,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 225774, Location: IN NEWFIELD (Lat: 42.363172, Lng: -76.588342), Route carried "on" structure: City street , Year Built: 1950, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 2,403 (year 2000), Truck Traffic: 9%, Average Future Daily Traffic: 2,967 (year 2020), Features Intersected: W BR CAYUGA INLET, Facility Carried by Structure: MAIN STREET 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: 4 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft) Condition: Channel: Fair, Culverts: Fair, Operating Rating: 72.9 metric tons, Inventory Rating: 19.5 metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.70m (2.30ft), Designated Inspection Frequency: Every 12 months, Inspection Date: August 2007, Bridge Improvement Cost: $192,000, Roadway Improvement Cost: $114,000, Total Project Cost: $306,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 321015, Location: 2 MI NE OF NEWFIELD (Lat: 42.374044, Lng: -76.554358), Route carried "on" structure: City street , Year Built: 1960, Status: Open, Structure Length: 1.21m (3.97ft), Average Daily Traffic: 574 (year 1999), Truck Traffic: 5%, Average Future Daily Traffic: 721 (year 2019), Features Intersected: CAYUGA INLET, Facility Carried by Structure: SHELTER VALLEY RD 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), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.2m (36.7ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 7.3m (24.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 36.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.21m (3.97ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Bridge Improvement Cost: $145,000, Roadway Improvement Cost: $86,000, Total Project Cost: $231,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete Find on map >>
Structure Number: 321016, Location: 1.0 MI N WEST DANBY (Lat: 42.347008, Lng: -76.540142), Route carried "on" structure: City street , Year Built: 1972, Year Reconstructed: 1980, Status: Open, Structure Length: 1.06m (3.48ft), Average Daily Traffic: 182 (year 2000), Truck Traffic: 6%, Average Future Daily Traffic: 229 (year 2020), Features Intersected: CAYUGA INLET, Facility Carried by Structure: BROWN ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.1m (16.7ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.3m (33.8ft), Curb-To-Curb Width: 7.7m (25.3ft), Out-to-Out Width: 8.5m (27.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Inventory Rating: 72.6 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: Meets minimum limits, Length Of Structure Improvement: 1.06m (3.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Bridge Improvement Cost: $145,000, Roadway Improvement Cost: $86,000, Total Project Cost: $231,000 ( Estimate for 2007), Deck Structure Type: Concrete Precast Panels Find on map >>
Structure Number: 321017, Location: 4 MI SOUTH OF NEWFIELD (Lat: 42.314022, Lng: -76.625050), Route carried "on" structure: City street , Year Built: 1925, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 9 (year 1999), Truck Traffic: 6%, Average Future Daily Traffic: 11 (year 2019), Features Intersected: CHAFFEE CREEK, Facility Carried by Structure: CHAFFEE CREEK RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 3.3m (10.8ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 5.4m (17.7ft), Out-to-Out Width: 6.0m (19.7ft) Condition: Deck: Poor, Superstructure: Fair, Substructure: Poor, Channel: Satisfactory, Operating Rating: 46.3 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: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 0.67m (2.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2007, Bridge Improvement Cost: $88,000, Roadway Improvement Cost: $52,000, Total Project Cost: $140,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete Find on map >>
Structure Number: 321018, Location: 0.6 MILES NE CAYUGA (Lat: 42.287153, Lng: -76.688933), Route carried "on" structure: City street , Year Built: 1920, Year Reconstructed: 1987, Status: Posted for load, Structure Length: 2.01m (6.59ft), Average Daily Traffic: 53 (year 2000), Truck Traffic: 6%, Average Future Daily Traffic: 67 (year 2020), Features Intersected: PONY HOLLOW CREEK, Facility Carried by Structure: MORRELL ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 3.3m (10.8ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.5m (64.0ft), Curb-To-Curb Width: 4.2m (13.8ft), Out-to-Out Width: 4.6m (15.1ft) Condition: Deck: Good, Superstructure: Poor, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 26.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.1 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 2.01m (6.59ft), Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 12 months, Inspection Date: July 2007, Critical Feature Inspection Date: July 2007, Bridge Improvement Cost: $203,000, Roadway Improvement Cost: $121,000, Total Project Cost: $324,000 ( Estimate for 2007), Deck Structure Type: Open Grating Find on map >>
Structure Number: 32102, Location: 3.0 MI NE ALPINE (Lat: 42.357994, Lng: -76.655972), Route carried "on" structure: City street , Year Built: 1930, Year Reconstructed: 2002, Status: Open, Structure Length: 1.00m (3.28ft), Average Daily Traffic: 50 (year 2007), Truck Traffic: 6%, Average Future Daily Traffic: 63 , Design Load: HS 20, Features Intersected: CARTER CREEK, Facility Carried by Structure: CARTER CREEK RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 3.0m (9.8ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.2m (26.9ft), Curb-To-Curb Width: 3.6m (11.8ft), Out-to-Out Width: 4.2m (13.8ft) Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Very good, Channel: Excellent, Inventory Rating: 88.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 1.00m (3.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2006, Bridge Improvement Cost: $203,000, Roadway Improvement Cost: $121,000, Total Project Cost: $324,000 ( Estimate for 2007), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber Find on map >>
Structure Number: 321021, Location: IN NEWFIELD (Lat: 42.363050, Lng: -76.590417), Route carried "on" structure: City street , Year Built: 1853, Year Reconstructed: 1972, Status: Posted for load, Structure Length: 3.53m (11.58ft), Average Daily Traffic: 398 (year 2000), Truck Traffic: 6%, Average Future Daily Traffic: 500 (year 2020), Features Intersected: W.BR.CAYUGA INLET, Facility Carried by Structure: COVERED BRIDGE ST Minimum Vertical Clearance: 3.47m (11.38ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 5.1m (16.7ft), Material/Design: Wood or Timber, Design/Construction: Arch - Thru, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 28.3m (92.8ft), Curb-To-Curb Width: 4.2m (13.8ft), Out-to-Out Width: 4.8m (15.7ft) Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Channel: Very good, Operating Rating: 5.0 metric tons, Inventory Rating: 5.0 metric tons, Structural Evaluation: High priority of corrective action, Deck Geometry: High priority of replacement, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 3.53m (11.58ft), Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 12 months, Inspection Date: August 2007, Critical Feature Inspection Date: August 2007, Bridge Improvement Cost: $203,000, Roadway Improvement Cost: $121,000, Total Project Cost: $324,000 ( Estimate for 2007), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber Find on map >>
Structure Number: 331438, Location: 2MI NE OF NEWFIELD (Lat: 42.368800, Lng: -76.554297), Route carried "on" structure: County highway , Year Built: 1931, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 1,747 (year 2006), Truck Traffic: 8%, Average Future Daily Traffic: 2,015 (year 2026), Features Intersected: CAYUGA INLET, Facility Carried by Structure: NEWFIELD DEPOT RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.4m (17.7ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.6m (57.7ft), Curb-To-Curb Width: 6.5m (21.3ft), Out-to-Out Width: 7.4m (24.3ft) Condition: Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 55.3 metric tons, Inventory Rating: 20.2 metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.95m (6.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Bridge Improvement Cost: $311,000, Roadway Improvement Cost: $185,000, Total Project Cost: $496,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 336681, Location: .2 M W JCT SH13 & BL HL R (Lat: 42.317633, Lng: -76.666400), Route carried "on" structure: City street , Year Built: 1991, Status: Open, Structure Length: 1.06m (3.48ft), Average Daily Traffic: 16 (year 1998), Truck Traffic: 6%, Average Future Daily Traffic: 20 (year 2018), Features Intersected: PONY HOLLOW CREEK, Facility Carried by Structure: CONNECTICT HLL RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.2m (13.8ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 5.4m (17.7ft), Out-to-Out Width: 5.7m (18.7ft) Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Channel: Very good, 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: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.06m (3.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2007, Bridge Improvement Cost: $205,000, Roadway Improvement Cost: $122,000, Total Project Cost: $327,000 ( Estimate for 2007), Deck Structure Type: Open Grating Find on map >>
Structure Number: 336793, Location: .5 MI E OF MAIN ST-NEWFLD (Lat: 42.362608, Lng: -76.578983), Route carried "on" structure: County highway , Year Built: 1987, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 769 (year 2000), Truck Traffic: 8%, Average Future Daily Traffic: 887 (year 2020), Features Intersected: W BR CAYUGA INLET, Facility Carried by Structure: NEWFIELD DEPOT RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.0m (19.7ft) Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 76.4 metric tons, Inventory Rating: 29.3 metric tons, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.85m (2.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Bridge Improvement Cost: $138,000, Roadway Improvement Cost: $82,000, Total Project Cost: $220,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 336993, Location: 1 MI S OF TRUMBULL CORNRS (Lat: 42.380236, Lng: -76.632619), Route carried "on" structure: County highway , Year Built: 2002, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 696 (year 2006), Truck Traffic: 9%, Average Future Daily Traffic: 859 (year 2026), Design Load: HS 25, Features Intersected: FISH CREEK, Facility Carried by Structure: TRUMBULL CRNRS RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 30.1m (98.8ft), Material/Design: Aluminum, Iron, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.9m (32.5ft), Curb-To-Curb Width: 3.0m (9.8ft), Out-to-Out Width: 3.4m (11.2ft) Condition: Superstructure: Excellent, Substructure: Excellent, Channel: Very good, Operating Rating: 79.5 metric tons, Inventory Rating: 40.8 metric tons, Structural Evaluation: Superior to present desirable 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: 2.74m (8.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2006, Bridge Improvement Cost: $203,000, Roadway Improvement Cost: $121,000, Total Project Cost: $324,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Bituminous Discuss this city on our hugely popular New York forum Back to: Newfield, NY, New York, All US cities.
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