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Bridge Statistics for Middlefield, New York (NY) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Middlefield, NY, New York, New York forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 11 Total length: 22 meters (72ft) Total costs: $5,063,000 Total average daily traffic: 9,601 Total average daily truck traffic: 685 Total future (year 2018) average daily traffic: 12,210 National Bridge Inventory (NBI) Registered Bridges for Middlefield
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Find on map >>
Structure Number: 103889, Location: 3.3 MI SW JCT SH166 & SH1 (Lat: 42.709247, Lng: -74.818725), Route carried "on" structure: State highway 166, Year Built: 1926, Year Reconstructed: 1965, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 1,199 (year 2006), Truck Traffic: 8%, Average Future Daily Traffic: 1,442 (year 2026), Features Intersected: SHELLROCK CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.523, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 8.3m (27.2ft), Out-to-Out Width: 8.9m (29.2ft) Condition: Deck: Poor, Superstructure: Satisfactory, Substructure: Fair, Channel: Serious, Operating Rating: 60.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.82m (2.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2006, Bridge Improvement Cost: $159,000, Roadway Improvement Cost: $95,000, Total Project Cost: $254,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 222767, Location: VILLAGE OF COOPERSTOWN (Lat: 42.694283, Lng: -74.921228), Route carried "on" structure: City street , Year Built: 1993, Status: Open, Structure Length: 2.86m (9.38ft), Average Daily Traffic: 1,598 (year 1999), Truck Traffic: 6%, Average Future Daily Traffic: 2,228 (year 2019), Design Load: HS 25, Features Intersected: SUSQUEHANNA RIVER, Facility Carried by Structure: MILL STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 28.0m (91.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.4m (4.6ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 9.4m (30.8ft) Condition: Deck: Very good, Superstructure: Excellent, Substructure: Excellent, Channel: Good, Operating Rating: 92.6 metric tons, Inventory Rating: 40.8 metric tons, Structural Evaluation: Superior to present desirable criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.86m (9.38ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007, Bridge Improvement Cost: $581,000, Roadway Improvement Cost: $346,000, Total Project Cost: $927,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 222769, Location: 1.0 MI E OF COOPERSTOWN (Lat: 42.694078, Lng: -74.901172), Route carried "on" structure: City street , Year Built: 1900, Year Reconstructed: 1965, Status: Open, Structure Length: 1.43m (4.69ft), Average Daily Traffic: 233 (year 1999), Truck Traffic: 6%, Average Future Daily Traffic: 325 (year 2019), Features Intersected: RED CREEK, Facility Carried by Structure: PINK STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 7.3m (24.0ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, Channel: Satisfactory, Operating Rating: 24.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 14.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 1.43m (4.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007, Bridge Improvement Cost: $632,000, Roadway Improvement Cost: $423,000, Total Project Cost: $1,055,000 ( Estimate for 2007), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 22277, Location: 1.5 MI NE OF COOPERSTOWN (Lat: 42.709358, Lng: -74.893289), Route carried "on" structure: City street , Year Built: 1930, Status: Posted for load, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 246 (year 2005), Truck Traffic: 6%, Average Future Daily Traffic: 343 (year 2025), Features Intersected: RED CREEK, Facility Carried by Structure: HADE HOLLOW ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 6.4m (21.0ft), Out-to-Out Width: 7.0m (23.0ft) Condition: Deck: Poor, Superstructure: Satisfactory, Substructure: Poor, Channel: Poor, Operating Rating: 22.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 13.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 0.91m (2.99ft), Designated Inspection Frequency: Every 12 months, Inspection Date: July 2007, Bridge Improvement Cost: $139,000, Roadway Improvement Cost: $83,000, Total Project Cost: $222,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 222771, Location: 2.0 MI NE OF MIDDLEFIELD (Lat: 42.704344, Lng: -74.813386), Route carried "on" structure: City street , Year Built: 1985, Status: Posted for load, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 219 (year 2005), Truck Traffic: 6%, Average Future Daily Traffic: 305 (year 2025), Features Intersected: CHERRY VALLEY CRK, Facility Carried by Structure: DUBBENS CROSS RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: Town or Township 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: 14.6m (47.9ft), Curb-To-Curb Width: 5.2m (17.1ft), Out-to-Out Width: 6.1m (20.0ft) Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Very good, Channel: Fair, Operating Rating: 29.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 17.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 1.52m (4.99ft), Designated Inspection Frequency: Every 12 months, Inspection Date: August 2007, Bridge Improvement Cost: $139,000, Roadway Improvement Cost: $83,000, Total Project Cost: $222,000 ( Estimate for 2007), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 335424, Location: 2.2 MI NE COOPERSTOWN (Lat: 42.725858, Lng: -74.905972), Route carried "on" structure: County highway , Year Built: 2000, Status: Open, Structure Length: 2.72m (8.92ft), Average Daily Traffic: 629 (year 2000), Truck Traffic: 8%, Average Future Daily Traffic: 756 (year 2020), Design Load: HS 25, Features Intersected: TRIB TO OTSEGO LK, Facility Carried by Structure: COUNTY ROAD 31 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.6m (28.2ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.9m (85.0ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.5m (31.2ft) Condition: Deck: Very good, Superstructure: Excellent, Substructure: Excellent, Channel: Very good, Operating Rating: 87.1 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: Superior to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.72m (8.92ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2006, Bridge Improvement Cost: $231,000, Roadway Improvement Cost: $138,000, Total Project Cost: $369,000 ( 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: 335433, Location: 1.0 MI EAST OF MILFORD (Lat: 42.593269, Lng: -74.927761), Route carried "on" structure: County highway , Year Built: 1999, Status: Open, Structure Length: 3.29m (10.79ft), Average Daily Traffic: 1,207 (year 2000), Truck Traffic: 8%, Average Future Daily Traffic: 1,452 (year 2020), Features Intersected: CHERRY VALLEY CRK, Facility Carried by Structure: COUNTY RD 35 SPUR 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), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 31.3m (102.7ft), Curb-To-Curb Width: 8.9m (29.2ft), Out-to-Out Width: 9.9m (32.5ft) Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Very good, Operating Rating: 78.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.29m (10.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007, Bridge Improvement Cost: $164,000, Roadway Improvement Cost: $98,000, Total Project Cost: $262,000 ( 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: 335435, Location: HAMLET OF MIDDLEFIELD (Lat: 42.689239, Lng: -74.842486), Route carried "on" structure: County highway , Year Built: 1975, Status: Open, Structure Length: 3.01m (9.88ft), Average Daily Traffic: 870 (year 2007), Truck Traffic: 6%, Average Future Daily Traffic: 1,213 (year 2027), Design Load: H 20, Features Intersected: CHERRY VALLEY CRK, Facility Carried by Structure: COUNTY ROAD 35 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 29.5m (96.8ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft) Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 91.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 54.4 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: Somewhat better than minimum adequacy, Length Of Structure Improvement: 3.01m (9.88ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Bridge Improvement Cost: $164,000, Roadway Improvement Cost: $98,000, Total Project Cost: $262,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete Find on map >>
Structure Number: 335436, Location: 1 MILE WEST OF WESTVILLE (Lat: 42.647717, Lng: -74.876331), Route carried "on" structure: City street , Year Built: 1961, Status: Open, Structure Length: 1.70m (5.58ft), Average Daily Traffic: 333 (year 1998), Truck Traffic: 6%, Average Future Daily Traffic: 464 (year 2018), Features Intersected: CHERRY VALLEY CRK, Facility Carried by Structure: NORTON CROSS ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.7m (18.7ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.1m (16.7ft) Condition: Channel: Poor, Culverts: Poor, Operating Rating: 75.9 metric tons, Inventory Rating: 29.3 metric tons, Structural Evaluation: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 1.70m (5.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Bridge Improvement Cost: $314,000, Roadway Improvement Cost: $187,000, Total Project Cost: $501,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 335445, Location: .5 MILE NW OF WESTVILLE (Lat: 42.632561, Lng: -74.882592), Route carried "on" structure: County highway , Year Built: 1958, Status: Posted for load, Structure Length: 1.82m (5.97ft), Average Daily Traffic: 341 (year 2007), Truck Traffic: 6%, Average Future Daily Traffic: 404 (year 2027), Features Intersected: CHERRY VALLEY CRK, Facility Carried by Structure: COUNTY ROAD 43 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: 17.9m (58.7ft), Curb-To-Curb Width: 7.8m (25.6ft), Out-to-Out Width: 8.4m (27.6ft) Condition: Deck: Good, Superstructure: Good, Substructure: Poor, Channel: Serious, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.3 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: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 1.82m (5.97ft), Designated Inspection Frequency: Every 12 months, Inspection Date: August 2007, Bridge Improvement Cost: $334,000, Roadway Improvement Cost: $198,000, Total Project Cost: $532,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 335456, Location: 0.5 MI SE COOPERSTOWN (Lat: 42.686428, Lng: -74.917942), Route carried "on" structure: County highway , Year Built: 1933, Year Reconstructed: 1992, Status: Open, Structure Length: 2.56m (8.40ft), Average Daily Traffic: 2,726 (year 2007), Truck Traffic: 8%, Average Future Daily Traffic: 3,278 (year 2027), Design Load: HS 20, Features Intersected: RED CREEK, Facility Carried by Structure: CR 52 & CR 33 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: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.6m (80.7ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft) Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Satisfactory, Channel: Fair, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.2 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: Meets minimum limits, Length Of Structure Improvement: 2.56m (8.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2006, Bridge Improvement Cost: $287,000, Roadway Improvement Cost: $170,000, Total Project Cost: $457,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing Discuss this city on our hugely popular New York forum Back to: Middlefield, NY, New York, All US cities.
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