Bridge Statistics for Rutland, New York (NY)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 12Number of bridges
- 85ft / 26.0mTotal length
- $10,356,000Total costs
- 13,391Total average daily traffic
- 1,076Total average daily truck traffic
- 14,420Total future (year 2037) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Rutland
- No street view available for this location
- New bridges - historical statistics
- 11910-1919
- 11930-1939
- 31940-1949
- 11960-1969
- 11970-1979
- 21980-1989
- 21990-1999
- 12000-2009
- Bridge Condition - Deck
- 20.0%Very good
- 40.0%Good
- 10.0%Satisfactory
- 10.0%Fair
- 20.0%Poor
- Bridge Condition - Superstructure
- 27.3%Very good
- 45.5%Good
- 9.1%Satisfactory
- 9.1%Fair
- 9.1%Poor
- Bridge Condition - Substructure
- 36.4%Good
- 27.3%Satisfactory
- 36.4%Fair
- Bridge Condition - Channel
- 16.7%Very good
- 58.3%Good
- 25.0%Satisfactory
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Structure Number: 100056, Location: 3.4 MI E JCT SH 3 + SH 34 (Lat: 44.019814, Lng: -75.761286), Route carried "on" structure: State highway 3, Year Built: 1947, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 6,031 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 6,059 (year 2040), Design Load: H 20, Features Intersected: FELTS MILLS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 64.312, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft)
Condition: Channel: Good, Culverts: Fair, Operating Rating: 70.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 30.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 0.82m (2.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 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
Structure Number: 100056, Location: 3.4 MI E JCT SH 3 + SH 34 (Lat: 44.019814, Lng: -75.761286), Route carried "on" structure: State highway 3, Year Built: 1947, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 6,031 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 6,059 (year 2040), Design Load: H 20, Features Intersected: FELTS MILLS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 64.312, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft)
Condition: Channel: Good, Culverts: Fair, Operating Rating: 70.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 30.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 0.82m (2.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 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
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Structure Number: 100964, Location: 4.0 MI.E.JCT.RTES 3+12 (Lat: 43.915167, Lng: -75.760956), Route carried "on" structure: State highway 12, Year Built: 1984, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 3,611 (year 2018), Truck Traffic: 13%, Average Future Daily Traffic: 3,645 (year 2040), Design Load: HS 20, Features Intersected: SANDY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.682, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.3m (33.8ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Fair, Superstructure: Very good, Substructure: Fair, Channel: Good, Operating Rating: 86.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.15m (3.77ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $360,000, Roadway Improvement Cost: $211,000, Total Project Cost: $571,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 100964, Location: 4.0 MI.E.JCT.RTES 3+12 (Lat: 43.915167, Lng: -75.760956), Route carried "on" structure: State highway 12, Year Built: 1984, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 3,611 (year 2018), Truck Traffic: 13%, Average Future Daily Traffic: 3,645 (year 2040), Design Load: HS 20, Features Intersected: SANDY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.682, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.3m (33.8ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Fair, Superstructure: Very good, Substructure: Fair, Channel: Good, Operating Rating: 86.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.15m (3.77ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $360,000, Roadway Improvement Cost: $211,000, Total Project Cost: $571,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 322019, Location: LOCATED IN FELTS MILLS (Lat: 44.022044, Lng: -75.762408), Route carried "on" structure: Other road , Year Built: 1910, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 104 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 146 (year 2039), Features Intersected: FELTS MILLS CREEK, Facility Carried by Structure: OLD STATE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.306, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 1.4m (4.6ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 16.5m (54.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 52.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.91m (2.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $353,000, Roadway Improvement Cost: $207,000, Total Project Cost: $560,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 322019, Location: LOCATED IN FELTS MILLS (Lat: 44.022044, Lng: -75.762408), Route carried "on" structure: Other road , Year Built: 1910, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 104 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 146 (year 2039), Features Intersected: FELTS MILLS CREEK, Facility Carried by Structure: OLD STATE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.306, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 1.4m (4.6ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 16.5m (54.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 52.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.91m (2.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $353,000, Roadway Improvement Cost: $207,000, Total Project Cost: $560,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 333834, Location: 2 MILES E OF TYLERVILLE (Lat: 43.906036, Lng: -75.777769), Route carried "on" structure: County highway , Year Built: 1998, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 59 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 83 (year 2038), Design Load: HS 20, Features Intersected: SANDY CREEK, Facility Carried by Structure: CO RD 69
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.956, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 66.2 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: Better than present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.00m (3.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $196,000, Roadway Improvement Cost: $115,000, Total Project Cost: $311,000 ( Estimate for 2021), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 333834, Location: 2 MILES E OF TYLERVILLE (Lat: 43.906036, Lng: -75.777769), Route carried "on" structure: County highway , Year Built: 1998, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 59 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 83 (year 2038), Design Load: HS 20, Features Intersected: SANDY CREEK, Facility Carried by Structure: CO RD 69
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.956, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 66.2 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: Better than present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.00m (3.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $196,000, Roadway Improvement Cost: $115,000, Total Project Cost: $311,000 ( Estimate for 2021), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 333873, Location: 1.5 MI NE OF TYLERVILLE (Lat: 43.905281, Lng: -75.767544), Route carried "on" structure: County highway , Year Built: 1999, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 59 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 83 (year 2038), Features Intersected: STEBBINS CREEK, Facility Carried by Structure: SANDY CREEK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.792, 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: 13.1m (43.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 50.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.37m (4.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $384,000, Roadway Improvement Cost: $225,000, Total Project Cost: $609,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: 333873, Location: 1.5 MI NE OF TYLERVILLE (Lat: 43.905281, Lng: -75.767544), Route carried "on" structure: County highway , Year Built: 1999, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 59 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 83 (year 2038), Features Intersected: STEBBINS CREEK, Facility Carried by Structure: SANDY CREEK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.792, 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: 13.1m (43.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 50.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.37m (4.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $384,000, Roadway Improvement Cost: $225,000, Total Project Cost: $609,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
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Structure Number: 333874, Location: 2 MI NE OF TYLERVILLE (Lat: 43.903806, Lng: -75.759342), Route carried "on" structure: County highway , Year Built: 1964, Status: Open, Structure Length: 1.26m (4.13ft), Average Daily Traffic: 138 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 193 (year 2040), Features Intersected: STEBBINS CREEK, Facility Carried by Structure: CO RD 69
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.811, 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: 11.8m (38.7ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Fair, Channel: Satisfactory, Operating Rating: 98.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 58.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: 1.26m (4.13ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $402,000, Roadway Improvement Cost: $235,000, Total Project Cost: $638,000 ( Estimate for 2021), Deck Structure Type: Open Grating, Wearing Surface/Protective System: Wearing Surface: Other
Structure Number: 333874, Location: 2 MI NE OF TYLERVILLE (Lat: 43.903806, Lng: -75.759342), Route carried "on" structure: County highway , Year Built: 1964, Status: Open, Structure Length: 1.26m (4.13ft), Average Daily Traffic: 138 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 193 (year 2040), Features Intersected: STEBBINS CREEK, Facility Carried by Structure: CO RD 69
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.811, 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: 11.8m (38.7ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Fair, Channel: Satisfactory, Operating Rating: 98.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 58.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: 1.26m (4.13ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $402,000, Roadway Improvement Cost: $235,000, Total Project Cost: $638,000 ( Estimate for 2021), Deck Structure Type: Open Grating, Wearing Surface/Protective System: Wearing Surface: Other
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Structure Number: 333892, Location: 4.0 MI SW OF RUTLAND CENT (Lat: 43.891039, Lng: -75.813425), Route carried "on" structure: Other road , Year Built: 1939, Status: Open, Structure Length: 1.74m (5.71ft), Truck Traffic: 7%, Features Intersected: SANDY CREEK, Facility Carried by Structure: MALTBY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.965, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.5m (50.9ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Fair, Channel: Good, Operating Rating: 38.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 1.73m (5.68ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: August 2020, Critical Feature Inspection Date: August 2020, Bridge Improvement Cost: $302,000, Roadway Improvement Cost: $177,000, Total Project Cost: $479,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 333892, Location: 4.0 MI SW OF RUTLAND CENT (Lat: 43.891039, Lng: -75.813425), Route carried "on" structure: Other road , Year Built: 1939, Status: Open, Structure Length: 1.74m (5.71ft), Truck Traffic: 7%, Features Intersected: SANDY CREEK, Facility Carried by Structure: MALTBY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.965, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.5m (50.9ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Fair, Channel: Good, Operating Rating: 38.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 1.73m (5.68ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: August 2020, Critical Feature Inspection Date: August 2020, Bridge Improvement Cost: $302,000, Roadway Improvement Cost: $177,000, Total Project Cost: $479,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 333893, Location: 1 MI SW OF TYLERVILLE (Lat: 43.890606, Lng: -75.811328), Route carried "on" structure: Other road , Year Built: 1940, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 6 (year 2017), Truck Traffic: 7%, Average Future Daily Traffic: 8 (year 2037), Features Intersected: DYKE BROOK, Facility Carried by Structure: CURTIS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.113, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 3.0m (9.8ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.5m (37.7ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 6.2m (20.3ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 61.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 25.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 1.21m (3.97ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $177,000, Roadway Improvement Cost: $104,000, Total Project Cost: $281,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 333893, Location: 1 MI SW OF TYLERVILLE (Lat: 43.890606, Lng: -75.811328), Route carried "on" structure: Other road , Year Built: 1940, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 6 (year 2017), Truck Traffic: 7%, Average Future Daily Traffic: 8 (year 2037), Features Intersected: DYKE BROOK, Facility Carried by Structure: CURTIS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.113, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 3.0m (9.8ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.5m (37.7ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 6.2m (20.3ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 61.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 25.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 1.21m (3.97ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $177,000, Roadway Improvement Cost: $104,000, Total Project Cost: $281,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 333894, Location: IN TYLERVILLE (Lat: 43.900239, Lng: -75.799047), Route carried "on" structure: Other road , Year Built: 2000, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 177 (year 2017), Truck Traffic: 14%, Average Future Daily Traffic: 248 (year 2037), Design Load: HS 25 or greater, Features Intersected: SANDY CREEK, Facility Carried by Structure: O DELL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.064, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 8.9m (29.2ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 78.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.00m (3.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $223,000, Roadway Improvement Cost: $130,000, Total Project Cost: $353,000 ( Estimate for 2021)
Structure Number: 333894, Location: IN TYLERVILLE (Lat: 43.900239, Lng: -75.799047), Route carried "on" structure: Other road , Year Built: 2000, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 177 (year 2017), Truck Traffic: 14%, Average Future Daily Traffic: 248 (year 2037), Design Load: HS 25 or greater, Features Intersected: SANDY CREEK, Facility Carried by Structure: O DELL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.064, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 8.9m (29.2ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 78.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.00m (3.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $223,000, Roadway Improvement Cost: $130,000, Total Project Cost: $353,000 ( Estimate for 2021)
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Structure Number: 333896, Location: 1 MI NE OF BLACK RIVER (Lat: 44.023322, Lng: -75.765883), Route carried "on" structure: State highway 971V, Year Built: 1942, Year Reconstructed: 2013, Status: Open, Structure Length: 12.74m (41.80ft), Average Daily Traffic: 2,462 (year 2015), Truck Traffic: 6%, Average Future Daily Traffic: 3,046 (year 2040), Design Load: HS 20, Features Intersected: BLACK RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.853, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 3, Length of Maximum Span: 47.5m (155.8ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.7m (5.6ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 58.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 12.74m (41.80ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: October 2021, Critical Feature Inspection Date: October 2021, Underwater Inspection Date: October 2018, Bridge Improvement Cost: $3,484,000, Roadway Improvement Cost: $2,040,000, Total Project Cost: $5,524,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 333896, Location: 1 MI NE OF BLACK RIVER (Lat: 44.023322, Lng: -75.765883), Route carried "on" structure: State highway 971V, Year Built: 1942, Year Reconstructed: 2013, Status: Open, Structure Length: 12.74m (41.80ft), Average Daily Traffic: 2,462 (year 2015), Truck Traffic: 6%, Average Future Daily Traffic: 3,046 (year 2040), Design Load: HS 20, Features Intersected: BLACK RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.853, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 3, Length of Maximum Span: 47.5m (155.8ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.7m (5.6ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 58.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 12.74m (41.80ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: October 2021, Critical Feature Inspection Date: October 2021, Underwater Inspection Date: October 2018, Bridge Improvement Cost: $3,484,000, Roadway Improvement Cost: $2,040,000, Total Project Cost: $5,524,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 333899, Location: 1.0 MI S OF FELTS MILLS (Lat: 44.012019, Lng: -75.750569), Route carried "on" structure: Other road , Year Built: 1987, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 406 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 568 (year 2040), Features Intersected: FELTS MILLS CREEK, Facility Carried by Structure: PERRIGO ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.418, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Satisfactory, Channel: Good, Operating Rating: 81.6 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: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.34m (4.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $237,000, Roadway Improvement Cost: $139,000, Total Project Cost: $376,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: 333899, Location: 1.0 MI S OF FELTS MILLS (Lat: 44.012019, Lng: -75.750569), Route carried "on" structure: Other road , Year Built: 1987, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 406 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 568 (year 2040), Features Intersected: FELTS MILLS CREEK, Facility Carried by Structure: PERRIGO ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.418, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Satisfactory, Channel: Good, Operating Rating: 81.6 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: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.34m (4.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $237,000, Roadway Improvement Cost: $139,000, Total Project Cost: $376,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
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Structure Number: 3339, Location: 1 MI SE OF FELTS MILLS (Lat: 44.009847, Lng: -75.743431), Route carried "on" structure: County highway , Year Built: 1975, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 338 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 341 (year 2040), Features Intersected: FELTS MILLS CREEK, Facility Carried by Structure: COUNTY ROAD 144
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.977, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.0m (45.9ft), Curb-To-Curb Width: 7.8m (25.6ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 82.6 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: 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: 1.46m (4.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $211,000, Roadway Improvement Cost: $124,000, Total Project Cost: $335,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 3339, Location: 1 MI SE OF FELTS MILLS (Lat: 44.009847, Lng: -75.743431), Route carried "on" structure: County highway , Year Built: 1975, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 338 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 341 (year 2040), Features Intersected: FELTS MILLS CREEK, Facility Carried by Structure: COUNTY ROAD 144
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.977, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.0m (45.9ft), Curb-To-Curb Width: 7.8m (25.6ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 82.6 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: 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: 1.46m (4.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $211,000, Roadway Improvement Cost: $124,000, Total Project Cost: $335,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous