Bridge Statistics for Russell, New York (NY)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 12Number of bridges
- 75ft / 23.3mTotal length
- $7,439,000Total costs
- 3,486Total average daily traffic
- 221Total average daily truck traffic
- 4,488Total future (year 2035) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Russell
- No street view available for this location
- New bridges - historical statistics
- 11900-1909
- 11910-1919
- 11920-1929
- 11950-1959
- 11960-1969
- 21970-1979
- 21980-1989
- 22000-2009
- 12010-2019
- Reconstructed bridges - Historical Statistics
- 11970-1979
- 01980-1989
- 01990-1999
- 12000-2009
- Bridge Condition - Deck
- 22.2%Excellent
- 11.1%Very good
- 33.3%Good
- 22.2%Satisfactory
- 11.1%Poor
- Bridge Condition - Superstructure
- 22.2%Excellent
- 22.2%Very good
- 44.4%Good
- 11.1%Fair
- Bridge Condition - Substructure
- 22.2%Excellent
- 22.2%Very good
- 11.1%Good
- 22.2%Satisfactory
- 22.2%Poor
- Bridge Condition - Channel
- 25.0%Very good
- 33.3%Good
- 16.7%Satisfactory
- 25.0%Fair
- Bridge Condition - Culverts
- 33.3%Satisfactory
- 33.3%Fair
- 33.3%Poor
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Structure Number: 222176, Location: 2.4 MI SW OF DEGRASSE (Lat: 44.327536, Lng: -75.088686), Route carried "on" structure: Other road , Year Built: 1911, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 15 (year 2016), Average Future Daily Traffic: 21 (year 2036), Features Intersected: PLUMB BROOK, Facility Carried by Structure: SPICER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.676, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.1m (6.9ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 48.7 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: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 0.70m (2.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $68,000, Roadway Improvement Cost: $40,000, Total Project Cost: $108,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Other
Structure Number: 222176, Location: 2.4 MI SW OF DEGRASSE (Lat: 44.327536, Lng: -75.088686), Route carried "on" structure: Other road , Year Built: 1911, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 15 (year 2016), Average Future Daily Traffic: 21 (year 2036), Features Intersected: PLUMB BROOK, Facility Carried by Structure: SPICER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.676, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.1m (6.9ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 48.7 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: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 0.70m (2.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $68,000, Roadway Improvement Cost: $40,000, Total Project Cost: $108,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Other
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Structure Number: 222178, Location: 1.2 MI NW OF S RUSSELL (Lat: 44.383650, Lng: -75.136756), Route carried "on" structure: Other road , Year Built: 1903, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 145 (year 2016), Truck Traffic: 1%, Average Future Daily Traffic: 203 (year 2036), Features Intersected: PLUMB BROOK, Facility Carried by Structure: BLANCHARD HILL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.274, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Channel: Fair, Culverts: Poor, Operating Rating: 48.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 14.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Deck Geometry: 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: August 2021, Bridge Improvement Cost: $131,000, Roadway Improvement Cost: $76,000, Total Project Cost: $207,000 ( Estimate for 2021)
Structure Number: 222178, Location: 1.2 MI NW OF S RUSSELL (Lat: 44.383650, Lng: -75.136756), Route carried "on" structure: Other road , Year Built: 1903, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 145 (year 2016), Truck Traffic: 1%, Average Future Daily Traffic: 203 (year 2036), Features Intersected: PLUMB BROOK, Facility Carried by Structure: BLANCHARD HILL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.274, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Channel: Fair, Culverts: Poor, Operating Rating: 48.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 14.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Deck Geometry: 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: August 2021, Bridge Improvement Cost: $131,000, Roadway Improvement Cost: $76,000, Total Project Cost: $207,000 ( Estimate for 2021)
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Structure Number: 225942, Location: 1 M SE VILLAGE OF RUSSELL (Lat: 44.419517, Lng: -75.134567), Route carried "on" structure: Other road , Year Built: 2001, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 81 (year 2016), Average Future Daily Traffic: 113 (year 2036), Design Load: HS 20, Features Intersected: PLUMB BROOK, Facility Carried by Structure: BURNELL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.979, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.0m (49.2ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 72.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable 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: 1.58m (5.18ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $203,000, Roadway Improvement Cost: $119,000, Total Project Cost: $322,000 ( 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: 225942, Location: 1 M SE VILLAGE OF RUSSELL (Lat: 44.419517, Lng: -75.134567), Route carried "on" structure: Other road , Year Built: 2001, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 81 (year 2016), Average Future Daily Traffic: 113 (year 2036), Design Load: HS 20, Features Intersected: PLUMB BROOK, Facility Carried by Structure: BURNELL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.979, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.0m (49.2ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 72.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable 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: 1.58m (5.18ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $203,000, Roadway Improvement Cost: $119,000, Total Project Cost: $322,000 ( 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: 322173, Location: 2.3 MI W OF DEGRASSE (Lat: 44.347664, Lng: -75.110194), Route carried "on" structure: Other road , Year Built: 1985, Year Reconstructed: 2005, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 4 (year 2015), Average Future Daily Traffic: 6 (year 2035), Features Intersected: PLUMB BROOK, Facility Carried by Structure: MCCARTHY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.241, 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: 9.4m (30.8ft), Curb-To-Curb Width: 4.5m (14.8ft), Out-to-Out Width: 4.6m (15.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Poor, Channel: Satisfactory, Operating Rating: 50.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 38.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: High priority of replacement, Length Of Structure Improvement: 0.97m (3.18ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $180,000, Roadway Improvement Cost: $105,000, Total Project Cost: $286,000 ( Estimate for 2021), Deck Structure Type: Open Grating, Wearing Surface/Protective System: Wearing Surface: Other
Structure Number: 322173, Location: 2.3 MI W OF DEGRASSE (Lat: 44.347664, Lng: -75.110194), Route carried "on" structure: Other road , Year Built: 1985, Year Reconstructed: 2005, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 4 (year 2015), Average Future Daily Traffic: 6 (year 2035), Features Intersected: PLUMB BROOK, Facility Carried by Structure: MCCARTHY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.241, 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: 9.4m (30.8ft), Curb-To-Curb Width: 4.5m (14.8ft), Out-to-Out Width: 4.6m (15.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Poor, Channel: Satisfactory, Operating Rating: 50.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 38.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: High priority of replacement, Length Of Structure Improvement: 0.97m (3.18ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $180,000, Roadway Improvement Cost: $105,000, Total Project Cost: $286,000 ( Estimate for 2021), Deck Structure Type: Open Grating, Wearing Surface/Protective System: Wearing Surface: Other
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Structure Number: 322174, Location: 2.2 MI SW OF DEGRASSE (Lat: 44.343378, Lng: -75.107542), Route carried "on" structure: Other road , Year Built: 1985, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 3 (year 2015), Average Future Daily Traffic: 4 (year 2035), Features Intersected: PLUMB BROOK, Facility Carried by Structure: SILVER HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.496, 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: 10.6m (34.8ft), Curb-To-Curb Width: 4.5m (14.8ft), Out-to-Out Width: 4.6m (15.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 89.8 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: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 1.09m (3.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $104,000, Roadway Improvement Cost: $61,000, Total Project Cost: $165,000 ( Estimate for 2021), Deck Structure Type: Closed Grating, Wearing Surface/Protective System: Wearing Surface: Other
Structure Number: 322174, Location: 2.2 MI SW OF DEGRASSE (Lat: 44.343378, Lng: -75.107542), Route carried "on" structure: Other road , Year Built: 1985, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 3 (year 2015), Average Future Daily Traffic: 4 (year 2035), Features Intersected: PLUMB BROOK, Facility Carried by Structure: SILVER HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.496, 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: 10.6m (34.8ft), Curb-To-Curb Width: 4.5m (14.8ft), Out-to-Out Width: 4.6m (15.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 89.8 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: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 1.09m (3.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $104,000, Roadway Improvement Cost: $61,000, Total Project Cost: $165,000 ( Estimate for 2021), Deck Structure Type: Closed Grating, Wearing Surface/Protective System: Wearing Surface: Other
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Structure Number: 334177, Location: 4 MILES SOUTH OF HERMON (Lat: 44.437878, Lng: -75.213028), Route carried "on" structure: County highway , Year Built: 1924, Year Reconstructed: 1984, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 270 (year 2019), Truck Traffic: 13%, Average Future Daily Traffic: 378 (year 2039), Features Intersected: ELM CREEK, Facility Carried by Structure: COUNTY ROAD 21
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.930, 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: 12.1m (39.7ft), Curb-To-Curb Width: 9.6m (31.5ft), Out-to-Out Width: 10.3m (33.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 51.7 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: 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: 1.31m (4.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $396,000, Roadway Improvement Cost: $232,000, Total Project Cost: $628,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 334177, Location: 4 MILES SOUTH OF HERMON (Lat: 44.437878, Lng: -75.213028), Route carried "on" structure: County highway , Year Built: 1924, Year Reconstructed: 1984, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 270 (year 2019), Truck Traffic: 13%, Average Future Daily Traffic: 378 (year 2039), Features Intersected: ELM CREEK, Facility Carried by Structure: COUNTY ROAD 21
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.930, 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: 12.1m (39.7ft), Curb-To-Curb Width: 9.6m (31.5ft), Out-to-Out Width: 10.3m (33.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 51.7 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: 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: 1.31m (4.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $396,000, Roadway Improvement Cost: $232,000, Total Project Cost: $628,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 334178, Location: LOCATED IN DE GRASSE (Lat: 44.350306, Lng: -75.074244), Route carried "on" structure: County highway , Year Built: 1952, Year Reconstructed: 2021, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 497 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 518 (year 2040), Design Load: HL 93, Features Intersected: S BR GRASSE RIVER, Facility Carried by Structure: COUNTY ROAD 27
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.465, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), 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: 8.5m (27.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Very good, Channel: Good, Operating Rating: 68.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.31m (4.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $470,000, Roadway Improvement Cost: $275,000, Total Project Cost: $745,000 ( 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: 334178, Location: LOCATED IN DE GRASSE (Lat: 44.350306, Lng: -75.074244), Route carried "on" structure: County highway , Year Built: 1952, Year Reconstructed: 2021, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 497 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 518 (year 2040), Design Load: HL 93, Features Intersected: S BR GRASSE RIVER, Facility Carried by Structure: COUNTY ROAD 27
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.465, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), 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: 8.5m (27.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Very good, Channel: Good, Operating Rating: 68.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.31m (4.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $470,000, Roadway Improvement Cost: $275,000, Total Project Cost: $745,000 ( 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: 334179, Location: 2.4 MI SOUTH OF DEGRASSE (Lat: 44.318703, Lng: -75.084394), Route carried "on" structure: County highway , Year Built: 1975, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 600 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 625 (year 2040), Features Intersected: PLUMB BROOK, Facility Carried by Structure: COUNTY ROAD 27
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.442, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.3m (10.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 74.9 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, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.31m (4.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $176,000, Roadway Improvement Cost: $103,000, Total Project Cost: $279,000 ( Estimate for 2021)
Structure Number: 334179, Location: 2.4 MI SOUTH OF DEGRASSE (Lat: 44.318703, Lng: -75.084394), Route carried "on" structure: County highway , Year Built: 1975, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 600 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 625 (year 2040), Features Intersected: PLUMB BROOK, Facility Carried by Structure: COUNTY ROAD 27
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.442, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.3m (10.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 74.9 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, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.31m (4.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $176,000, Roadway Improvement Cost: $103,000, Total Project Cost: $279,000 ( Estimate for 2021)
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Structure Number: 33418, Location: 1.2 MI N OF N RUSSELL (Lat: 44.516931, Lng: -75.119231), Route carried "on" structure: Other road , Year Built: 1963, Status: Closed, Structure Length: 2.59m (8.50ft), Average Daily Traffic: 57 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 80 (year 2035), Features Intersected: LITTLE RIVER, Facility Carried by Structure: DUTTON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.981, 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: 24.6m (80.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Poor, Superstructure: Good, Substructure: Good, Channel: Fair, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 2.59m (8.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $501,000, Roadway Improvement Cost: $293,000, Total Project Cost: $794,000 ( Estimate for 2021), Deck Structure Type: Open Grating, Wearing Surface/Protective System: Wearing Surface: Other
Structure Number: 33418, Location: 1.2 MI N OF N RUSSELL (Lat: 44.516931, Lng: -75.119231), Route carried "on" structure: Other road , Year Built: 1963, Status: Closed, Structure Length: 2.59m (8.50ft), Average Daily Traffic: 57 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 80 (year 2035), Features Intersected: LITTLE RIVER, Facility Carried by Structure: DUTTON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.981, 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: 24.6m (80.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Poor, Superstructure: Good, Substructure: Good, Channel: Fair, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 2.59m (8.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $501,000, Roadway Improvement Cost: $293,000, Total Project Cost: $794,000 ( Estimate for 2021), Deck Structure Type: Open Grating, Wearing Surface/Protective System: Wearing Surface: Other
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Structure Number: 334181, Location: 3.6 MI SW OF RUSSELL (Lat: 44.400439, Lng: -75.201722), Route carried "on" structure: Other road , Year Built: 2006, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 59 (year 2015), Truck Traffic: 4%, Average Future Daily Traffic: 83 (year 2035), Design Load: HS 25 or greater, Features Intersected: ELM CREEK, Facility Carried by Structure: FORDHAM HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.386, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Excellent, Channel: Very good, Operating Rating: 97.1 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: Equal to present desirable 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: 1.88m (6.17ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $403,000, Roadway Improvement Cost: $236,000, Total Project Cost: $639,000 ( 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: 334181, Location: 3.6 MI SW OF RUSSELL (Lat: 44.400439, Lng: -75.201722), Route carried "on" structure: Other road , Year Built: 2006, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 59 (year 2015), Truck Traffic: 4%, Average Future Daily Traffic: 83 (year 2035), Design Load: HS 25 or greater, Features Intersected: ELM CREEK, Facility Carried by Structure: FORDHAM HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.386, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Excellent, Channel: Very good, Operating Rating: 97.1 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: Equal to present desirable 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: 1.88m (6.17ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $403,000, Roadway Improvement Cost: $236,000, Total Project Cost: $639,000 ( 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: 334182, Location: 2.4 MI E OF HERMON (Lat: 44.466761, Lng: -75.184017), Route carried "on" structure: Other road , Year Built: 1978, Status: Open, Structure Length: 4.11m (13.48ft), Average Daily Traffic: 166 (year 2015), Truck Traffic: 3%, Average Future Daily Traffic: 232 (year 2035), Features Intersected: GRASSE RIVER, Facility Carried by Structure: LAZY RIVER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.089, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.4m (44.0ft), Curb or Sidewalk Widths: Left: 1.3m (4.3ft), Right: 1.3m (4.3ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Poor, Channel: Good, Operating Rating: 47.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.11m (13.48ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: June 2021, Underwater Inspection Date: June 2020, Bridge Improvement Cost: $811,000, Roadway Improvement Cost: $475,000, Total Project Cost: $1,286,000 ( Estimate for 2021), Deck Structure Type: Open Grating, Wearing Surface/Protective System: Wearing Surface: Other
Structure Number: 334182, Location: 2.4 MI E OF HERMON (Lat: 44.466761, Lng: -75.184017), Route carried "on" structure: Other road , Year Built: 1978, Status: Open, Structure Length: 4.11m (13.48ft), Average Daily Traffic: 166 (year 2015), Truck Traffic: 3%, Average Future Daily Traffic: 232 (year 2035), Features Intersected: GRASSE RIVER, Facility Carried by Structure: LAZY RIVER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.089, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.4m (44.0ft), Curb or Sidewalk Widths: Left: 1.3m (4.3ft), Right: 1.3m (4.3ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Poor, Channel: Good, Operating Rating: 47.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.11m (13.48ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: June 2021, Underwater Inspection Date: June 2020, Bridge Improvement Cost: $811,000, Roadway Improvement Cost: $475,000, Total Project Cost: $1,286,000 ( Estimate for 2021), Deck Structure Type: Open Grating, Wearing Surface/Protective System: Wearing Surface: Other
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Structure Number: 336352, Location: LOCATED IN RUSSELL (Lat: 44.427256, Lng: -75.149456), Route carried "on" structure: County highway , Year Built: 2018, Status: Open, Structure Length: 5.58m (18.31ft), Average Daily Traffic: 1,589 (year 2015), Truck Traffic: 6%, Average Future Daily Traffic: 2,225 (year 2035), Features Intersected: GRASSE RIVER, Facility Carried by Structure: CR 24, JEF CO LIN
Minimum Vertical Clearance: 32.69m (107.25ft), Kilometerpoint: 13.660, 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: 54.6m (179.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Very good, Operating Rating: 63.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 48.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 5.57m (18.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $1,249,000, Roadway Improvement Cost: $731,000, Total Project Cost: $1,980,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 336352, Location: LOCATED IN RUSSELL (Lat: 44.427256, Lng: -75.149456), Route carried "on" structure: County highway , Year Built: 2018, Status: Open, Structure Length: 5.58m (18.31ft), Average Daily Traffic: 1,589 (year 2015), Truck Traffic: 6%, Average Future Daily Traffic: 2,225 (year 2035), Features Intersected: GRASSE RIVER, Facility Carried by Structure: CR 24, JEF CO LIN
Minimum Vertical Clearance: 32.69m (107.25ft), Kilometerpoint: 13.660, 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: 54.6m (179.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Very good, Operating Rating: 63.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 48.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 5.57m (18.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $1,249,000, Roadway Improvement Cost: $731,000, Total Project Cost: $1,980,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing