Bridge Statistics for Otsego, New York (NY)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 11Number of bridges
- 49ft / 14.7mTotal length
- $5,727,000Total costs
- 11,285Total average daily traffic
- 728Total average daily truck traffic
- 11,969Total future (year 2037) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Otsego
- No street view available for this location
- New bridges - historical statistics
- 11900-1909
- 21930-1939
- 11940-1949
- 11970-1979
- 51990-1999
- 12000-2009
- Reconstructed bridges - Historical Statistics
- 21980-1989
- 01990-1999
- 02000-2009
- 12010-2019
- Bridge Condition - Deck
- 11.1%Very good
- 55.6%Good
- 22.2%Satisfactory
- 11.1%Fair
- Bridge Condition - Superstructure
- 11.1%Very good
- 55.6%Good
- 11.1%Satisfactory
- 22.2%Fair
- Bridge Condition - Substructure
- 11.1%Very good
- 55.6%Good
- 11.1%Satisfactory
- 22.2%Fair
- Bridge Condition - Channel
- 36.4%Good
- 27.3%Satisfactory
- 27.3%Fair
- 9.1%Poor
- Bridge Condition - Culverts
- 50.0%Good
- 50.0%Satisfactory
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Structure Number: 101996, Location: 2.5 MI NW COOPERSTOWN (Lat: 42.718047, Lng: -74.981767), Route carried "on" structure: State highway 28, Year Built: 1930, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 4,384 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 4,411 (year 2040), Features Intersected: FLY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 46.371, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 54.4 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.97m (3.18ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $552,000, Roadway Improvement Cost: $323,000, Total Project Cost: $875,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 101996, Location: 2.5 MI NW COOPERSTOWN (Lat: 42.718047, Lng: -74.981767), Route carried "on" structure: State highway 28, Year Built: 1930, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 4,384 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 4,411 (year 2040), Features Intersected: FLY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 46.371, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 54.4 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.97m (3.18ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $552,000, Roadway Improvement Cost: $323,000, Total Project Cost: $875,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 101997, Location: 3.6 MI NW COOPERSTOWN (Lat: 42.724336, Lng: -75.002381), Route carried "on" structure: State highway 28, Year Built: 1994, Status: Open, Structure Length: 2.62m (8.60ft), Average Daily Traffic: 4,228 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 4,254 (year 2040), Design Load: HS 25 or greater, Features Intersected: OAKS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 48.206, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), 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: 24.9m (81.7ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.3m (37.1ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Fair, Inventory Rating: 59.9 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: 2.62m (8.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $680,000, Roadway Improvement Cost: $398,000, Total Project Cost: $1,078,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 101997, Location: 3.6 MI NW COOPERSTOWN (Lat: 42.724336, Lng: -75.002381), Route carried "on" structure: State highway 28, Year Built: 1994, Status: Open, Structure Length: 2.62m (8.60ft), Average Daily Traffic: 4,228 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 4,254 (year 2040), Design Load: HS 25 or greater, Features Intersected: OAKS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 48.206, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), 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: 24.9m (81.7ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.3m (37.1ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Fair, Inventory Rating: 59.9 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: 2.62m (8.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $680,000, Roadway Improvement Cost: $398,000, Total Project Cost: $1,078,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 222797, Location: 2.0 MI SE OF OAKSVILLE (Lat: 42.701878, Lng: -74.975572), Route carried "on" structure: Other road , Year Built: 1900, Year Reconstructed: 2016, Status: Posted for load, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 102 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 143 (year 2038), Features Intersected: OAKS CREEK, Facility Carried by Structure: FORK SHOP ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.193, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 3.0m (9.8ft), Material/Design: Aluminum, Iron, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.1m (52.8ft), Curb-To-Curb Width: 3.4m (11.2ft), Out-to-Out Width: 3.7m (12.1ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 14.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 8.2 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: Meets minimum limits, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.64m (5.38ft), Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 12 months, Inspection Date: July 2021, Critical Feature Inspection Date: July 2021, Bridge Improvement Cost: $472,000, Roadway Improvement Cost: $277,000, Total Project Cost: $749,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 222797, Location: 2.0 MI SE OF OAKSVILLE (Lat: 42.701878, Lng: -74.975572), Route carried "on" structure: Other road , Year Built: 1900, Year Reconstructed: 2016, Status: Posted for load, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 102 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 143 (year 2038), Features Intersected: OAKS CREEK, Facility Carried by Structure: FORK SHOP ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.193, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 3.0m (9.8ft), Material/Design: Aluminum, Iron, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.1m (52.8ft), Curb-To-Curb Width: 3.4m (11.2ft), Out-to-Out Width: 3.7m (12.1ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 14.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 8.2 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: Meets minimum limits, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.64m (5.38ft), Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 12 months, Inspection Date: July 2021, Critical Feature Inspection Date: July 2021, Bridge Improvement Cost: $472,000, Roadway Improvement Cost: $277,000, Total Project Cost: $749,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 222798, Location: IN FLY CREEK (Lat: 42.710158, Lng: -74.988486), Route carried "on" structure: Other road , Year Built: 1992, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 285 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 399 (year 2038), Design Load: HS 25 or greater, Features Intersected: OAKS CREEK, Facility Carried by Structure: ALLISON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.048, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.6m (57.7ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 99.8 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: Better than present minimum criteria, 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: 1.82m (5.97ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $388,000, Roadway Improvement Cost: $227,000, Total Project Cost: $615,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: 222798, Location: IN FLY CREEK (Lat: 42.710158, Lng: -74.988486), Route carried "on" structure: Other road , Year Built: 1992, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 285 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 399 (year 2038), Design Load: HS 25 or greater, Features Intersected: OAKS CREEK, Facility Carried by Structure: ALLISON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.048, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.6m (57.7ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 99.8 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: Better than present minimum criteria, 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: 1.82m (5.97ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $388,000, Roadway Improvement Cost: $227,000, Total Project Cost: $615,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
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Structure Number: 222799, Location: 0.7 MI N OF OAKSVILLE (Lat: 42.730303, Lng: -75.002728), Route carried "on" structure: Other road , Year Built: 1996, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 149 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 209 (year 2037), Design Load: HS 25 or greater, Features Intersected: OAKS CREEK, Facility Carried by Structure: HOKE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.048, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.1m (39.7ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 80.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 36.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.34m (4.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $201,000, Roadway Improvement Cost: $118,000, Total Project Cost: $319,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: 222799, Location: 0.7 MI N OF OAKSVILLE (Lat: 42.730303, Lng: -75.002728), Route carried "on" structure: Other road , Year Built: 1996, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 149 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 209 (year 2037), Design Load: HS 25 or greater, Features Intersected: OAKS CREEK, Facility Carried by Structure: HOKE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.048, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.1m (39.7ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 80.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 36.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.34m (4.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $201,000, Roadway Improvement Cost: $118,000, Total Project Cost: $319,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
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Structure Number: 2228, Location: 0.7 MI N OF OAKSVILLE (Lat: 42.730325, Lng: -75.002189), Route carried "on" structure: Other road , Year Built: 1996, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 149 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 209 (year 2037), Design Load: HS 25 or greater, Features Intersected: OAKS CREEK, Facility Carried by Structure: HOKE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.080, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.1m (39.7ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Very good, Channel: Good, Operating Rating: 81.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.31m (4.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $222,000, Roadway Improvement Cost: $130,000, Total Project Cost: $352,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: 2228, Location: 0.7 MI N OF OAKSVILLE (Lat: 42.730325, Lng: -75.002189), Route carried "on" structure: Other road , Year Built: 1996, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 149 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 209 (year 2037), Design Load: HS 25 or greater, Features Intersected: OAKS CREEK, Facility Carried by Structure: HOKE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.080, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.1m (39.7ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Very good, Channel: Good, Operating Rating: 81.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.31m (4.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $222,000, Roadway Improvement Cost: $130,000, Total Project Cost: $352,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
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Structure Number: 222801, Location: 0.5 N OF FLY CREEK (Lat: 42.724011, Lng: -74.979289), Route carried "on" structure: Other road , Year Built: 1996, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 378 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 529 (year 2037), Design Load: HS 25 or greater, Features Intersected: FLY CREEK, Facility Carried by Structure: GOOSE STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.464, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.1m (39.7ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 81.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.31m (4.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $222,000, Roadway Improvement Cost: $130,000, Total Project Cost: $352,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: 222801, Location: 0.5 N OF FLY CREEK (Lat: 42.724011, Lng: -74.979289), Route carried "on" structure: Other road , Year Built: 1996, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 378 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 529 (year 2037), Design Load: HS 25 or greater, Features Intersected: FLY CREEK, Facility Carried by Structure: GOOSE STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.464, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.1m (39.7ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 81.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.31m (4.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $222,000, Roadway Improvement Cost: $130,000, Total Project Cost: $352,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
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Structure Number: 222802, Location: 2.0 MI NE OF OAKSVILLE (Lat: 42.729394, Lng: -74.975892), Route carried "on" structure: Spur Other road , Year Built: 2008, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 111 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 155 (year 2039), Features Intersected: FLY CREEK, Facility Carried by Structure: STONE HOUSE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.290, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 77.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 0.82m (2.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $111,000, Roadway Improvement Cost: $65,000, Total Project Cost: $176,000 ( Estimate for 2021)
Structure Number: 222802, Location: 2.0 MI NE OF OAKSVILLE (Lat: 42.729394, Lng: -74.975892), Route carried "on" structure: Spur Other road , Year Built: 2008, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 111 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 155 (year 2039), Features Intersected: FLY CREEK, Facility Carried by Structure: STONE HOUSE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.290, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 77.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 0.82m (2.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $111,000, Roadway Improvement Cost: $65,000, Total Project Cost: $176,000 ( Estimate for 2021)
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Structure Number: 226541, Location: 2.5 MI SE OF OAKVILLE (Lat: 42.709322, Lng: -74.978761), Route carried "on" structure: Other road , Year Built: 1972, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 127 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 178 (year 2037), Features Intersected: FLY CREEK, Facility Carried by Structure: ALLISON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.853, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.3m (10.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 74.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 29.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 0.70m (2.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $76,000, Roadway Improvement Cost: $44,000, Total Project Cost: $120,000 ( Estimate for 2021)
Structure Number: 226541, Location: 2.5 MI SE OF OAKVILLE (Lat: 42.709322, Lng: -74.978761), Route carried "on" structure: Other road , Year Built: 1972, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 127 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 178 (year 2037), Features Intersected: FLY CREEK, Facility Carried by Structure: ALLISON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.853, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.3m (10.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 74.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 29.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 0.70m (2.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $76,000, Roadway Improvement Cost: $44,000, Total Project Cost: $120,000 ( Estimate for 2021)
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Structure Number: 335422, Location: 3.7 MI NE OF OAKSVILLE (Lat: 42.715200, Lng: -74.982308), Route carried "on" structure: County highway , Year Built: 1945, Year Reconstructed: 1993, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 1,229 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 1,282 (year 2040), Features Intersected: FLY CREEK, Facility Carried by Structure: COUNTY ROAD 26
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.390, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Fair, Channel: Poor, Operating Rating: 67.2 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 28.9 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 0.94m (3.08ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: April 2021, Underwater Inspection Date: August 2019, Bridge Improvement Cost: $373,000, Roadway Improvement Cost: $218,000, Total Project Cost: $591,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: 335422, Location: 3.7 MI NE OF OAKSVILLE (Lat: 42.715200, Lng: -74.982308), Route carried "on" structure: County highway , Year Built: 1945, Year Reconstructed: 1993, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 1,229 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 1,282 (year 2040), Features Intersected: FLY CREEK, Facility Carried by Structure: COUNTY ROAD 26
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.390, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Fair, Channel: Poor, Operating Rating: 67.2 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 28.9 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 0.94m (3.08ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: April 2021, Underwater Inspection Date: August 2019, Bridge Improvement Cost: $373,000, Roadway Improvement Cost: $218,000, Total Project Cost: $591,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
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Structure Number: 335423, Location: 4 MI N OF FLY CREEK (Lat: 42.769014, Lng: -74.970772), Route carried "on" structure: County highway , Year Built: 1935, Year Reconstructed: 1991, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 143 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 200 (year 2038), Design Load: HS 20, Features Intersected: FLY CREEK, Facility Carried by Structure: COUNTY ROAD 26
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.323, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.2m (36.7ft), Curb-To-Curb Width: 7.8m (25.6ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 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: Meets minimum limits, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 1.15m (3.77ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $315,000, Roadway Improvement Cost: $185,000, Total Project Cost: $500,000 ( Estimate for 2021), Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 335423, Location: 4 MI N OF FLY CREEK (Lat: 42.769014, Lng: -74.970772), Route carried "on" structure: County highway , Year Built: 1935, Year Reconstructed: 1991, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 143 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 200 (year 2038), Design Load: HS 20, Features Intersected: FLY CREEK, Facility Carried by Structure: COUNTY ROAD 26
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.323, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.2m (36.7ft), Curb-To-Curb Width: 7.8m (25.6ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 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: Meets minimum limits, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 1.15m (3.77ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $315,000, Roadway Improvement Cost: $185,000, Total Project Cost: $500,000 ( Estimate for 2021), Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous