Bridge Statistics for Davenport, New York (NY)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 17Number of bridges
- 118ft / 35.6mTotal length
- $19,005,000Total costs
- 24,278Total average daily traffic
- 1,924Total average daily truck traffic
- 29,579Total future (year 2036) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Davenport
- No street view available for this location
- New bridges - historical statistics
- 11920-1929
- 11930-1939
- 11940-1949
- 21950-1959
- 11960-1969
- 21970-1979
- 31980-1989
- 61990-1999
- Reconstructed bridges - Historical Statistics
- 11960-1969
- 11970-1979
- 01980-1989
- 11990-1999
- 02000-2009
- 12010-2019
- Bridge Condition - Deck
- 6.3%Excellent
- 18.8%Very good
- 37.5%Good
- 12.5%Satisfactory
- 25.0%Fair
- Bridge Condition - Superstructure
- 12.5%Excellent
- 25.0%Very good
- 25.0%Good
- 31.3%Satisfactory
- 6.3%Fair
- Bridge Condition - Substructure
- 18.8%Very good
- 31.3%Good
- 18.8%Satisfactory
- 31.3%Fair
- Bridge Condition - Channel
- 5.9%Very good
- 11.8%Good
- 52.9%Satisfactory
- 29.4%Fair
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Structure Number: 101759, Location: 1.9 MI E OF OTSEGO CITY L (Lat: 42.438950, Lng: -74.985581), Route carried "on" structure: State highway 23, Year Built: 1936, Year Reconstructed: 1967, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 5,283 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 6,417 (year 2040), Design Load: H 20, Features Intersected: PROSSER HOLLOW BK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.961, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 72.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 19.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.79m (2.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $401,000, Roadway Improvement Cost: $235,000, Total Project Cost: $637,000 ( Estimate for 2021)
Structure Number: 101759, Location: 1.9 MI E OF OTSEGO CITY L (Lat: 42.438950, Lng: -74.985581), Route carried "on" structure: State highway 23, Year Built: 1936, Year Reconstructed: 1967, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 5,283 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 6,417 (year 2040), Design Load: H 20, Features Intersected: PROSSER HOLLOW BK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.961, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 72.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 19.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.79m (2.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $401,000, Roadway Improvement Cost: $235,000, Total Project Cost: $637,000 ( Estimate for 2021)
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Structure Number: 10176, Location: 0.1 MI SW DAVENPORT CENTE (Lat: 42.446275, Lng: -74.919728), Route carried "on" structure: State highway 23, Year Built: 1979, Status: Open, Structure Length: 6.52m (21.39ft), Average Daily Traffic: 5,344 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 6,491 (year 2040), Design Load: HS 20, Features Intersected: KORTRIGHT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.769, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 32.6m (107.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 67.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, 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: 6.52m (21.39ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $1,868,000, Roadway Improvement Cost: $1,094,000, Total Project Cost: $2,961,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 10176, Location: 0.1 MI SW DAVENPORT CENTE (Lat: 42.446275, Lng: -74.919728), Route carried "on" structure: State highway 23, Year Built: 1979, Status: Open, Structure Length: 6.52m (21.39ft), Average Daily Traffic: 5,344 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 6,491 (year 2040), Design Load: HS 20, Features Intersected: KORTRIGHT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.769, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 32.6m (107.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 67.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, 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: 6.52m (21.39ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $1,868,000, Roadway Improvement Cost: $1,094,000, Total Project Cost: $2,961,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 101761, Location: 10.4 MI NW JCT SH23 &SH10 (Lat: 42.469261, Lng: -74.796053), Route carried "on" structure: State highway 23, Year Built: 1940, Year Reconstructed: 1984, Status: Open, Structure Length: 2.93m (9.61ft), Average Daily Traffic: 3,071 (year 2016), Truck Traffic: 11%, Average Future Daily Traffic: 3,090 (year 2040), Design Load: H 20, Features Intersected: MIDDLE BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.145, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 39.0 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: 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: 2.92m (9.58ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: July 2020, Critical Feature Inspection Date: July 2020, Bridge Improvement Cost: $1,190,000, Roadway Improvement Cost: $697,000, Total Project Cost: $1,887,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 101761, Location: 10.4 MI NW JCT SH23 &SH10 (Lat: 42.469261, Lng: -74.796053), Route carried "on" structure: State highway 23, Year Built: 1940, Year Reconstructed: 1984, Status: Open, Structure Length: 2.93m (9.61ft), Average Daily Traffic: 3,071 (year 2016), Truck Traffic: 11%, Average Future Daily Traffic: 3,090 (year 2040), Design Load: H 20, Features Intersected: MIDDLE BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.145, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 39.0 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: 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: 2.92m (9.58ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: July 2020, Critical Feature Inspection Date: July 2020, Bridge Improvement Cost: $1,190,000, Roadway Improvement Cost: $697,000, Total Project Cost: $1,887,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 22661, Location: 2 MI E OF DEL & OSTEGO C (Lat: 42.437047, Lng: -74.984583), Route carried "on" structure: Other road , Year Built: 1979, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 33 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 46 (year 2037), Design Load: HS 20, Features Intersected: POSSER HOLLOW BROOK, Facility Carried by Structure: HANSEN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.402, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, 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: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 43.5 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: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 1.03m (3.38ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $461,000, Roadway Improvement Cost: $270,000, Total Project Cost: $731,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 22661, Location: 2 MI E OF DEL & OSTEGO C (Lat: 42.437047, Lng: -74.984583), Route carried "on" structure: Other road , Year Built: 1979, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 33 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 46 (year 2037), Design Load: HS 20, Features Intersected: POSSER HOLLOW BROOK, Facility Carried by Structure: HANSEN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.402, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, 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: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 43.5 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: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 1.03m (3.38ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $461,000, Roadway Improvement Cost: $270,000, Total Project Cost: $731,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 226777, Location: 2 MI FROM NY ROUTE 23 (Lat: 42.495364, Lng: -74.796978), Route carried "on" structure: Other road , Year Built: 1995, Status: Open, Structure Length: 1.49m (4.89ft), Average Daily Traffic: 20 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 28 (year 2039), Design Load: HS 20, Features Intersected: CHARLOTTE CREEK, Facility Carried by Structure: OLIVE BRANCH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.048, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.3m (46.9ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 5.1m (16.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Fair, Channel: Fair, Operating Rating: 95.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 70.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.49m (4.89ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: October 2020, Underwater Inspection Date: May 2020, Bridge Improvement Cost: $266,000, Roadway Improvement Cost: $156,000, Total Project Cost: $422,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: 226777, Location: 2 MI FROM NY ROUTE 23 (Lat: 42.495364, Lng: -74.796978), Route carried "on" structure: Other road , Year Built: 1995, Status: Open, Structure Length: 1.49m (4.89ft), Average Daily Traffic: 20 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 28 (year 2039), Design Load: HS 20, Features Intersected: CHARLOTTE CREEK, Facility Carried by Structure: OLIVE BRANCH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.048, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.3m (46.9ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 5.1m (16.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Fair, Channel: Fair, Operating Rating: 95.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 70.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.49m (4.89ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: October 2020, Underwater Inspection Date: May 2020, Bridge Improvement Cost: $266,000, Roadway Improvement Cost: $156,000, Total Project Cost: $422,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
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Structure Number: 33521, Location: 3 MI E SH 23 NEAR DPRT CR (Lat: 42.437336, Lng: -74.865275), Route carried "on" structure: County highway , Year Built: 1999, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 385 (year 2016), Truck Traffic: 8%, Average Future Daily Traffic: 539 (year 2036), Design Load: HS 25 or greater, Features Intersected: KORTRIGHT BROOK, Facility Carried by Structure: COUNTY ROAD 12
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.558, 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: 11.0m (36.1ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Inventory Rating: 60.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to 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: 1.12m (3.67ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $234,000, Roadway Improvement Cost: $137,000, Total Project Cost: $371,000 ( Estimate for 2021), Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: 33521, Location: 3 MI E SH 23 NEAR DPRT CR (Lat: 42.437336, Lng: -74.865275), Route carried "on" structure: County highway , Year Built: 1999, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 385 (year 2016), Truck Traffic: 8%, Average Future Daily Traffic: 539 (year 2036), Design Load: HS 25 or greater, Features Intersected: KORTRIGHT BROOK, Facility Carried by Structure: COUNTY ROAD 12
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.558, 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: 11.0m (36.1ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Inventory Rating: 60.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to 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: 1.12m (3.67ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $234,000, Roadway Improvement Cost: $137,000, Total Project Cost: $371,000 ( Estimate for 2021), Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
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Structure Number: 335211, Location: 3.7 MI E OF ONEONTA (Lat: 42.445117, Lng: -74.963753), Route carried "on" structure: County highway , Year Built: 1981, Status: Open, Structure Length: 4.79m (15.72ft), Average Daily Traffic: 3,323 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 4,036 (year 2040), Design Load: HS 20, Features Intersected: CHARLOTTE CREEK, Facility Carried by Structure: COUNTY ROAD 11
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.625, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 23.4m (76.8ft), Curb-To-Curb Width: 11.2m (36.7ft), Out-to-Out Width: 12.0m (39.4ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 89.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, 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: 4.78m (15.68ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: December 2020, Underwater Inspection Date: July 2021, Bridge Improvement Cost: $1,467,000, Roadway Improvement Cost: $859,000, Total Project Cost: $2,325,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 335211, Location: 3.7 MI E OF ONEONTA (Lat: 42.445117, Lng: -74.963753), Route carried "on" structure: County highway , Year Built: 1981, Status: Open, Structure Length: 4.79m (15.72ft), Average Daily Traffic: 3,323 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 4,036 (year 2040), Design Load: HS 20, Features Intersected: CHARLOTTE CREEK, Facility Carried by Structure: COUNTY ROAD 11
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.625, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 23.4m (76.8ft), Curb-To-Curb Width: 11.2m (36.7ft), Out-to-Out Width: 12.0m (39.4ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 89.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, 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: 4.78m (15.68ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: December 2020, Underwater Inspection Date: July 2021, Bridge Improvement Cost: $1,467,000, Roadway Improvement Cost: $859,000, Total Project Cost: $2,325,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 335212, Location: 3.5 MI EAST OF ONEONTA (Lat: 42.446633, Lng: -74.965583), Route carried "on" structure: County highway , Year Built: 1981, Year Reconstructed: 1995, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 3,314 (year 2016), Truck Traffic: 7%, Average Future Daily Traffic: 4,025 (year 2040), Design Load: HS 25 or greater, Features Intersected: TRIB CHARLOTTE CREEK, Facility Carried by Structure: COUNTY ROAD 11
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.384, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 10.8m (35.4ft), Out-to-Out Width: 11.7m (38.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 66.2 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.06m (3.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $678,000, Roadway Improvement Cost: $397,000, Total Project Cost: $1,075,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: 335212, Location: 3.5 MI EAST OF ONEONTA (Lat: 42.446633, Lng: -74.965583), Route carried "on" structure: County highway , Year Built: 1981, Year Reconstructed: 1995, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 3,314 (year 2016), Truck Traffic: 7%, Average Future Daily Traffic: 4,025 (year 2040), Design Load: HS 25 or greater, Features Intersected: TRIB CHARLOTTE CREEK, Facility Carried by Structure: COUNTY ROAD 11
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.384, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 10.8m (35.4ft), Out-to-Out Width: 11.7m (38.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 66.2 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.06m (3.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $678,000, Roadway Improvement Cost: $397,000, Total Project Cost: $1,075,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
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Structure Number: 335213, Location: .2 MI E TOWN OF DAVENPORT (Lat: 42.479856, Lng: -74.816989), Route carried "on" structure: County highway , Year Built: 1992, Status: Open, Structure Length: 1.68m (5.51ft), Average Daily Traffic: 782 (year 2016), Truck Traffic: 11%, Average Future Daily Traffic: 1,095 (year 2036), Design Load: HS 20+Mod, Features Intersected: MIDDLE BROOK, Facility Carried by Structure: COUNTY ROAD 9
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.579, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), 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: 16.1m (52.8ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 86.2 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: 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: 1.67m (5.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $484,000, Roadway Improvement Cost: $283,000, Total Project Cost: $768,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: 335213, Location: .2 MI E TOWN OF DAVENPORT (Lat: 42.479856, Lng: -74.816989), Route carried "on" structure: County highway , Year Built: 1992, Status: Open, Structure Length: 1.68m (5.51ft), Average Daily Traffic: 782 (year 2016), Truck Traffic: 11%, Average Future Daily Traffic: 1,095 (year 2036), Design Load: HS 20+Mod, Features Intersected: MIDDLE BROOK, Facility Carried by Structure: COUNTY ROAD 9
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.579, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), 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: 16.1m (52.8ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 86.2 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: 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: 1.67m (5.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $484,000, Roadway Improvement Cost: $283,000, Total Project Cost: $768,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
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Structure Number: 335214, Location: 1.7 MI NE OF DAVENPORT (Lat: 42.483278, Lng: -74.815742), Route carried "on" structure: County highway , Year Built: 1929, Status: Open, Structure Length: 2.19m (7.19ft), Average Daily Traffic: 782 (year 2016), Truck Traffic: 11%, Average Future Daily Traffic: 1,095 (year 2036), Features Intersected: CHARLOTTE CREEK, Facility Carried by Structure: BUTTS XING-OTS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.981, 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: 21.6m (70.9ft), Curb-To-Curb Width: 7.7m (25.3ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 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: Equal to present minimum criteria, Length Of Structure Improvement: 2.19m (7.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $707,000, Roadway Improvement Cost: $414,000, Total Project Cost: $1,120,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 335214, Location: 1.7 MI NE OF DAVENPORT (Lat: 42.483278, Lng: -74.815742), Route carried "on" structure: County highway , Year Built: 1929, Status: Open, Structure Length: 2.19m (7.19ft), Average Daily Traffic: 782 (year 2016), Truck Traffic: 11%, Average Future Daily Traffic: 1,095 (year 2036), Features Intersected: CHARLOTTE CREEK, Facility Carried by Structure: BUTTS XING-OTS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.981, 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: 21.6m (70.9ft), Curb-To-Curb Width: 7.7m (25.3ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 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: Equal to present minimum criteria, Length Of Structure Improvement: 2.19m (7.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $707,000, Roadway Improvement Cost: $414,000, Total Project Cost: $1,120,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 335215, Location: 0.1 MI N OF DAVENPORT CEN (Lat: 42.450069, Lng: -74.920597), Route carried "on" structure: Other road , Year Built: 1957, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 296 (year 2017), Truck Traffic: 7%, Average Future Daily Traffic: 414 (year 2037), Design Load: HS 20, Features Intersected: CHARLOTTE CREEK, Facility Carried by Structure: PINE LAKE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.257, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), 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: 6.1m (20.0ft), Out-to-Out Width: 7.1m (23.3ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 67.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.82m (5.97ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $442,000, Roadway Improvement Cost: $259,000, Total Project Cost: $701,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 335215, Location: 0.1 MI N OF DAVENPORT CEN (Lat: 42.450069, Lng: -74.920597), Route carried "on" structure: Other road , Year Built: 1957, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 296 (year 2017), Truck Traffic: 7%, Average Future Daily Traffic: 414 (year 2037), Design Load: HS 20, Features Intersected: CHARLOTTE CREEK, Facility Carried by Structure: PINE LAKE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.257, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), 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: 6.1m (20.0ft), Out-to-Out Width: 7.1m (23.3ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 67.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.82m (5.97ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $442,000, Roadway Improvement Cost: $259,000, Total Project Cost: $701,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 335216, Location: 0.2 MI N OF DAVENPORT CEN (Lat: 42.451475, Lng: -74.921922), Route carried "on" structure: Other road , Year Built: 1957, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 296 (year 2017), Truck Traffic: 7%, Average Future Daily Traffic: 414 (year 2037), Design Load: HS 20, Features Intersected: CHARLOTTE CREEK, Facility Carried by Structure: PINE LAKE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.434, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Skew: 2 degrees, 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: 6.1m (20.0ft), Out-to-Out Width: 6.6m (21.7ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 66.2 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: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.00m (3.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $318,000, Roadway Improvement Cost: $186,000, Total Project Cost: $504,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 335216, Location: 0.2 MI N OF DAVENPORT CEN (Lat: 42.451475, Lng: -74.921922), Route carried "on" structure: Other road , Year Built: 1957, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 296 (year 2017), Truck Traffic: 7%, Average Future Daily Traffic: 414 (year 2037), Design Load: HS 20, Features Intersected: CHARLOTTE CREEK, Facility Carried by Structure: PINE LAKE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.434, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Skew: 2 degrees, 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: 6.1m (20.0ft), Out-to-Out Width: 6.6m (21.7ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 66.2 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: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.00m (3.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $318,000, Roadway Improvement Cost: $186,000, Total Project Cost: $504,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 335217, Location: 2.24 MI NE DAVENPORT CTR (Lat: 42.469150, Lng: -74.885342), Route carried "on" structure: Other road , Year Built: 1998, Status: Open, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 169 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 237 (year 2036), Design Load: HS 25 or greater, Features Intersected: CHARLOTTE CREEK, Facility Carried by Structure: HIGH POINT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.191, Lanes on structure: 2, Owner: County 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: 22.2m (72.8ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 7.1m (23.3ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Good, Channel: Satisfactory, Operating Rating: 71.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 53.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.28m (7.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $424,000, Roadway Improvement Cost: $248,000, Total Project Cost: $672,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 335217, Location: 2.24 MI NE DAVENPORT CTR (Lat: 42.469150, Lng: -74.885342), Route carried "on" structure: Other road , Year Built: 1998, Status: Open, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 169 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 237 (year 2036), Design Load: HS 25 or greater, Features Intersected: CHARLOTTE CREEK, Facility Carried by Structure: HIGH POINT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.191, Lanes on structure: 2, Owner: County 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: 22.2m (72.8ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 7.1m (23.3ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Good, Channel: Satisfactory, Operating Rating: 71.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 53.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.28m (7.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $424,000, Roadway Improvement Cost: $248,000, Total Project Cost: $672,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 335218, Location: 2.25 MI NE DAVENPORT CTR (Lat: 42.468661, Lng: -74.885072), Route carried "on" structure: Bypass County highway , Year Built: 1997, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 169 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 237 (year 2036), Design Load: HS 25 or greater, Features Intersected: CHARLOTTE CREEK, Facility Carried by Structure: HIGH POINT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.142, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.2m (23.6ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 69.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.64m (5.38ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $717,000, Roadway Improvement Cost: $420,000, Total Project Cost: $1,137,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: 335218, Location: 2.25 MI NE DAVENPORT CTR (Lat: 42.468661, Lng: -74.885072), Route carried "on" structure: Bypass County highway , Year Built: 1997, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 169 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 237 (year 2036), Design Load: HS 25 or greater, Features Intersected: CHARLOTTE CREEK, Facility Carried by Structure: HIGH POINT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.142, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.2m (23.6ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 69.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.64m (5.38ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $717,000, Roadway Improvement Cost: $420,000, Total Project Cost: $1,137,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
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Structure Number: 335219, Location: 0.3 MI NW OF DAVENPORT (Lat: 42.476425, Lng: -74.849706), Route carried "on" structure: Other road , Year Built: 1960, Status: Open, Structure Length: 2.56m (8.40ft), Average Daily Traffic: 445 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 623 (year 2036), Design Load: HS 20, Features Intersected: CHARLOTTE CREEK, Facility Carried by Structure: MILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.676, 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: 24.6m (80.7ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 7.2m (23.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 49.9 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: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 2.56m (8.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $752,000, Roadway Improvement Cost: $440,000, Total Project Cost: $1,192,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 335219, Location: 0.3 MI NW OF DAVENPORT (Lat: 42.476425, Lng: -74.849706), Route carried "on" structure: Other road , Year Built: 1960, Status: Open, Structure Length: 2.56m (8.40ft), Average Daily Traffic: 445 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 623 (year 2036), Design Load: HS 20, Features Intersected: CHARLOTTE CREEK, Facility Carried by Structure: MILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.676, 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: 24.6m (80.7ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 7.2m (23.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 49.9 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: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 2.56m (8.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $752,000, Roadway Improvement Cost: $440,000, Total Project Cost: $1,192,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 33522, Location: 0.8 MI NW FERGUSONVILLE (Lat: 42.499222, Lng: -74.787956), Route carried "on" structure: Bypass County highway , Year Built: 1982, Year Reconstructed: 2018, Status: Open, Structure Length: 1.77m (5.81ft), Average Daily Traffic: 55 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 77 (year 2037), Features Intersected: CHARLOTTE CREEK, Facility Carried by Structure: JOHNSON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.145, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.4m (53.8ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 6.2m (20.3ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Very good, Channel: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 1.76m (5.77ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $455,000, Roadway Improvement Cost: $266,000, Total Project Cost: $721,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 33522, Location: 0.8 MI NW FERGUSONVILLE (Lat: 42.499222, Lng: -74.787956), Route carried "on" structure: Bypass County highway , Year Built: 1982, Year Reconstructed: 2018, Status: Open, Structure Length: 1.77m (5.81ft), Average Daily Traffic: 55 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 77 (year 2037), Features Intersected: CHARLOTTE CREEK, Facility Carried by Structure: JOHNSON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.145, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.4m (53.8ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 6.2m (20.3ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Very good, Channel: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 1.76m (5.77ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $455,000, Roadway Improvement Cost: $266,000, Total Project Cost: $721,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 336905, Location: 0.1 MI W OF OTSEGO CO LNE (Lat: 42.504214, Lng: -74.781694), Route carried "on" structure: Other road , Year Built: 1996, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 511 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 715 (year 2036), Design Load: HS 25 or greater, Features Intersected: SIMPSONVILLE CRK, Facility Carried by Structure: OTSEGO CO LINE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.020, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 6 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.2m (26.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 70.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.6 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 minimum criteria, Length Of Structure Improvement: 0.85m (2.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $1,123,000, Roadway Improvement Cost: $658,000, Total Project Cost: $1,781,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: 336905, Location: 0.1 MI W OF OTSEGO CO LNE (Lat: 42.504214, Lng: -74.781694), Route carried "on" structure: Other road , Year Built: 1996, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 511 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 715 (year 2036), Design Load: HS 25 or greater, Features Intersected: SIMPSONVILLE CRK, Facility Carried by Structure: OTSEGO CO LINE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.020, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 6 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.2m (26.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 70.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.6 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 minimum criteria, Length Of Structure Improvement: 0.85m (2.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $1,123,000, Roadway Improvement Cost: $658,000, Total Project Cost: $1,781,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other