Bridge Statistics for Belfast, New York (NY)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 14Number of bridges
- 128ft / 39.5mTotal length
- $21,755,000Total costs
- 12,817Total average daily traffic
- 1,308Total average daily truck traffic
- 13,988Total future (year 2038) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Belfast
- No street view available for this location
- New bridges - historical statistics
- 11930-1939
- 31950-1959
- 11970-1979
- 41980-1989
- 31990-1999
- 22010-2019
- Reconstructed bridges - Historical Statistics
- 11980-1989
- 11990-1999
- 22000-2009
- 02010-2019
- 12020-2022
- Bridge Condition - Deck
- 15.4%Excellent
- 30.8%Very good
- 15.4%Good
- 23.1%Satisfactory
- 15.4%Fair
- Bridge Condition - Superstructure
- 15.4%Excellent
- 15.4%Very good
- 15.4%Good
- 30.8%Satisfactory
- 15.4%Fair
- 7.7%Poor
- Bridge Condition - Substructure
- 15.4%Excellent
- 15.4%Very good
- 46.2%Satisfactory
- 23.1%Fair
- Bridge Condition - Channel
- 7.1%Very good
- 28.6%Good
- 28.6%Satisfactory
- 35.7%Fair
Find on map >> Show street view
Structure Number: 101501, Location: 0.3MI SE JCT RTS 19&305 (Lat: 42.327658, Lng: -78.107544), Route carried "on" structure: State highway 19, Year Built: 1983, Status: Open, Structure Length: 3.47m (11.38ft), Average Daily Traffic: 3,124 (year 2017), Truck Traffic: 14%, Average Future Daily Traffic: 3,143 (year 2040), Design Load: HS 20, Features Intersected: WHITE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 44.955, 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: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 34.4m (112.9ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Satisfactory, Channel: 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.47m (11.38ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $1,613,000, Roadway Improvement Cost: $945,000, Total Project Cost: $2,557,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 101501, Location: 0.3MI SE JCT RTS 19&305 (Lat: 42.327658, Lng: -78.107544), Route carried "on" structure: State highway 19, Year Built: 1983, Status: Open, Structure Length: 3.47m (11.38ft), Average Daily Traffic: 3,124 (year 2017), Truck Traffic: 14%, Average Future Daily Traffic: 3,143 (year 2040), Design Load: HS 20, Features Intersected: WHITE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 44.955, 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: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 34.4m (112.9ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Satisfactory, Channel: 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.47m (11.38ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $1,613,000, Roadway Improvement Cost: $945,000, Total Project Cost: $2,557,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 101502, Location: 0.4 MI N JCT RTS 19 & 305 (Lat: 42.331592, Lng: -78.113297), Route carried "on" structure: State highway 19, Year Built: 1991, Status: Open, Structure Length: 3.99m (13.09ft), Average Daily Traffic: 3,751 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 3,774 (year 2040), Design Load: HS 20, Features Intersected: BLACK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 45.615, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 38.4m (126.0ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Inventory Rating: 65.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to 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: 3.99m (13.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $1,539,000, Roadway Improvement Cost: $901,000, Total Project Cost: $2,441,000 ( 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: 101502, Location: 0.4 MI N JCT RTS 19 & 305 (Lat: 42.331592, Lng: -78.113297), Route carried "on" structure: State highway 19, Year Built: 1991, Status: Open, Structure Length: 3.99m (13.09ft), Average Daily Traffic: 3,751 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 3,774 (year 2040), Design Load: HS 20, Features Intersected: BLACK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 45.615, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 38.4m (126.0ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Inventory Rating: 65.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to 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: 3.99m (13.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $1,539,000, Roadway Improvement Cost: $901,000, Total Project Cost: $2,441,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 104553, Location: 2.5 MI NE OF BLACK CK (Lat: 42.300347, Lng: -78.187911), Route carried "on" structure: State highway 305, Year Built: 1990, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 1,290 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 1,345 (year 2040), Design Load: HS 20, Features Intersected: MICHAEL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 34.079, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft)
Condition: Channel: Very good, Culverts: Satisfactory, Operating Rating: 89.8 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 minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.76m (2.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $363,000, Roadway Improvement Cost: $213,000, Total Project Cost: $576,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Other, Membrane: Other
Structure Number: 104553, Location: 2.5 MI NE OF BLACK CK (Lat: 42.300347, Lng: -78.187911), Route carried "on" structure: State highway 305, Year Built: 1990, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 1,290 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 1,345 (year 2040), Design Load: HS 20, Features Intersected: MICHAEL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 34.079, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft)
Condition: Channel: Very good, Culverts: Satisfactory, Operating Rating: 89.8 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 minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.76m (2.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $363,000, Roadway Improvement Cost: $213,000, Total Project Cost: $576,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Other, Membrane: Other
Find on map >> Show street view
Structure Number: 104555, Location: 4.0 MI SE JCT RTS 19 +305 (Lat: 42.302500, Lng: -78.162739), Route carried "on" structure: State highway 305, Year Built: 1939, Year Reconstructed: 2002, Status: Open, Structure Length: 2.53m (8.30ft), Average Daily Traffic: 1,290 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 1,345 (year 2040), Design Load: H 20, Features Intersected: BLACK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 36.379, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.1m (79.1ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 21.1 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: 16.2 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: Equal to present desirable criteria, Length Of Structure Improvement: 2.52m (8.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $948,000, Roadway Improvement Cost: $555,000, Total Project Cost: $1,503,000 ( 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: 104555, Location: 4.0 MI SE JCT RTS 19 +305 (Lat: 42.302500, Lng: -78.162739), Route carried "on" structure: State highway 305, Year Built: 1939, Year Reconstructed: 2002, Status: Open, Structure Length: 2.53m (8.30ft), Average Daily Traffic: 1,290 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 1,345 (year 2040), Design Load: H 20, Features Intersected: BLACK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 36.379, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.1m (79.1ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 21.1 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: 16.2 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: Equal to present desirable criteria, Length Of Structure Improvement: 2.52m (8.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $948,000, Roadway Improvement Cost: $555,000, Total Project Cost: $1,503,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 221419, Location: 3.8 MI W OF BELFAST (Lat: 42.338608, Lng: -78.184414), Route carried "on" structure: Other road , Year Built: 1959, Year Reconstructed: 2006, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 106 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 148 (year 2038), Features Intersected: CRAWFORD CREEK, Facility Carried by Structure: CRAWFORD CREEK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.191, Lanes on structure: 2, Owner: Town or Township 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: 1, Length of Maximum Span: 8.2m (26.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Very good, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 27.2 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: 21.1 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: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 0.91m (2.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $385,000, Roadway Improvement Cost: $225,000, Total Project Cost: $610,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 221419, Location: 3.8 MI W OF BELFAST (Lat: 42.338608, Lng: -78.184414), Route carried "on" structure: Other road , Year Built: 1959, Year Reconstructed: 2006, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 106 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 148 (year 2038), Features Intersected: CRAWFORD CREEK, Facility Carried by Structure: CRAWFORD CREEK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.191, Lanes on structure: 2, Owner: Town or Township 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: 1, Length of Maximum Span: 8.2m (26.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Very good, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 27.2 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: 21.1 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: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 0.91m (2.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $385,000, Roadway Improvement Cost: $225,000, Total Project Cost: $610,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 22142, Location: 3.9 MI W OF BELFAST (Lat: 42.336239, Lng: -78.185800), Route carried "on" structure: Other road , Year Built: 1959, Year Reconstructed: 2020, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 106 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 148 (year 2038), Features Intersected: CRAWFORD CREEK, Facility Carried by Structure: CRAWFORD CREEK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.901, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.2m (26.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 24.3 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: 18.8 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: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 0.91m (2.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $366,000, Roadway Improvement Cost: $215,000, Total Project Cost: $581,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 22142, Location: 3.9 MI W OF BELFAST (Lat: 42.336239, Lng: -78.185800), Route carried "on" structure: Other road , Year Built: 1959, Year Reconstructed: 2020, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 106 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 148 (year 2038), Features Intersected: CRAWFORD CREEK, Facility Carried by Structure: CRAWFORD CREEK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.901, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.2m (26.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 24.3 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: 18.8 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: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 0.91m (2.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $366,000, Roadway Improvement Cost: $215,000, Total Project Cost: $581,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 221423, Location: 2.2 MI SW OF BELFAST (Lat: 42.316019, Lng: -78.133225), Route carried "on" structure: Other road , Year Built: 1988, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 9 (year 2018), Truck Traffic: 33%, Average Future Daily Traffic: 13 (year 2038), Features Intersected: BLACK CREEK, Facility Carried by Structure: LAKE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.239, Lanes on structure: 2, Owner: Town or Township 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: 14.6m (47.9ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 6.6m (21.7ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 1.52m (4.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $517,000, Roadway Improvement Cost: $303,000, Total Project Cost: $820,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: 221423, Location: 2.2 MI SW OF BELFAST (Lat: 42.316019, Lng: -78.133225), Route carried "on" structure: Other road , Year Built: 1988, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 9 (year 2018), Truck Traffic: 33%, Average Future Daily Traffic: 13 (year 2038), Features Intersected: BLACK CREEK, Facility Carried by Structure: LAKE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.239, Lanes on structure: 2, Owner: Town or Township 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: 14.6m (47.9ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 6.6m (21.7ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 1.52m (4.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $517,000, Roadway Improvement Cost: $303,000, Total Project Cost: $820,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Find on map >> Show street view
Structure Number: 221425, Location: 2.0 MI S OF BELFAST (Lat: 42.314753, Lng: -78.107025), Route carried "on" structure: Other road , Year Built: 1981, Year Reconstructed: 2008, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 66 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 92 (year 2038), Design Load: H 20, Features Intersected: WHITE CREEK, Facility Carried by Structure: LITTLE JOHN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.995, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.9m (58.7ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Poor, Substructure: Fair, Channel: Fair, Operating Rating: 35.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.82m (5.97ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $625,000, Roadway Improvement Cost: $366,000, Total Project Cost: $991,000 ( Estimate for 2021), Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 221425, Location: 2.0 MI S OF BELFAST (Lat: 42.314753, Lng: -78.107025), Route carried "on" structure: Other road , Year Built: 1981, Year Reconstructed: 2008, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 66 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 92 (year 2038), Design Load: H 20, Features Intersected: WHITE CREEK, Facility Carried by Structure: LITTLE JOHN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.995, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.9m (58.7ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Poor, Substructure: Fair, Channel: Fair, Operating Rating: 35.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.82m (5.97ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $625,000, Roadway Improvement Cost: $366,000, Total Project Cost: $991,000 ( Estimate for 2021), Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 221426, Location: 2.5 MI SE OF ROCKVILLE (Lat: 42.284258, Lng: -78.125881), Route carried "on" structure: Other road , Year Built: 1980, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 23 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 32 (year 2038), Design Load: H 20, Features Intersected: WHITE CREEK, Facility Carried by Structure: MILLER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.129, Lanes on structure: 2, Owner: Town or Township 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: 13.4m (44.0ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Very good, Superstructure: Fair, Substructure: Satisfactory, Channel: Fair, Operating Rating: 73.5 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: Somewhat better than minimum adequacy, 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: 1.37m (4.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $552,000, Roadway Improvement Cost: $323,000, Total Project Cost: $875,000 ( Estimate for 2021), Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: 221426, Location: 2.5 MI SE OF ROCKVILLE (Lat: 42.284258, Lng: -78.125881), Route carried "on" structure: Other road , Year Built: 1980, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 23 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 32 (year 2038), Design Load: H 20, Features Intersected: WHITE CREEK, Facility Carried by Structure: MILLER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.129, Lanes on structure: 2, Owner: Town or Township 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: 13.4m (44.0ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Very good, Superstructure: Fair, Substructure: Satisfactory, Channel: Fair, Operating Rating: 73.5 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: Somewhat better than minimum adequacy, 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: 1.37m (4.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $552,000, Roadway Improvement Cost: $323,000, Total Project Cost: $875,000 ( Estimate for 2021), Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Find on map >> Show street view
Structure Number: 221489, Location: 1.9 MI NW OF ROCKVILLE (Lat: 42.326575, Lng: -78.193706), Route carried "on" structure: Other road , Year Built: 2012, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 102 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 143 (year 2038), Design Load: HS 25 or greater, Features Intersected: CRAWFORD CREEK, Facility Carried by Structure: HASKINS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.434, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Skew: 4 degrees, Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Satisfactory, Operating Rating: 62.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 41.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.15m (3.77ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $397,000, Roadway Improvement Cost: $233,000, Total Project Cost: $630,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: 221489, Location: 1.9 MI NW OF ROCKVILLE (Lat: 42.326575, Lng: -78.193706), Route carried "on" structure: Other road , Year Built: 2012, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 102 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 143 (year 2038), Design Load: HS 25 or greater, Features Intersected: CRAWFORD CREEK, Facility Carried by Structure: HASKINS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.434, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Skew: 4 degrees, Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Satisfactory, Operating Rating: 62.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 41.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.15m (3.77ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $397,000, Roadway Improvement Cost: $233,000, Total Project Cost: $630,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Find on map >> Show street view
Structure Number: 306009, Location: 3.0 MI SW OF ANGELICA (Lat: 42.296153, Lng: -78.074922), Route carried "on" structure: County highway , Year Built: 2011, Status: Open, Structure Length: 8.99m (29.49ft), Average Daily Traffic: 910 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 949 (year 2040), Design Load: HL 93, Features Intersected: GENESEE RIVER, Facility Carried by Structure: COUNTY ROAD 16
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.032, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 44.2m (145.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Excellent, Channel: Satisfactory, Operating Rating: 55.1 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: 42.4 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: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.99m (29.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $2,532,000, Roadway Improvement Cost: $1,483,000, Total Project Cost: $4,014,000 ( 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: 306009, Location: 3.0 MI SW OF ANGELICA (Lat: 42.296153, Lng: -78.074922), Route carried "on" structure: County highway , Year Built: 2011, Status: Open, Structure Length: 8.99m (29.49ft), Average Daily Traffic: 910 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 949 (year 2040), Design Load: HL 93, Features Intersected: GENESEE RIVER, Facility Carried by Structure: COUNTY ROAD 16
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.032, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 44.2m (145.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Excellent, Channel: Satisfactory, Operating Rating: 55.1 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: 42.4 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: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.99m (29.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $2,532,000, Roadway Improvement Cost: $1,483,000, Total Project Cost: $4,014,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 333001, Location: 3.2 M N INT SH 17 & SH275 (Lat: 42.270492, Lng: -78.137239), Route carried "on" structure: County highway , Year Built: 1996, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 485 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 679 (year 2038), Design Load: HS 25 or greater, Features Intersected: WHITE CREEK, Facility Carried by Structure: COUNTY ROAD 17
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.806, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 4 degrees, Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Very good, Channel: Fair, Operating Rating: 81.6 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.37m (4.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $772,000, Roadway Improvement Cost: $452,000, Total Project Cost: $1,224,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: 333001, Location: 3.2 M N INT SH 17 & SH275 (Lat: 42.270492, Lng: -78.137239), Route carried "on" structure: County highway , Year Built: 1996, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 485 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 679 (year 2038), Design Load: HS 25 or greater, Features Intersected: WHITE CREEK, Facility Carried by Structure: COUNTY ROAD 17
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.806, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 4 degrees, Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Very good, Channel: Fair, Operating Rating: 81.6 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.37m (4.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $772,000, Roadway Improvement Cost: $452,000, Total Project Cost: $1,224,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Find on map >> Show street view
Structure Number: 333003, Location: 1.0 MI SE OF BELFAST (Lat: 42.334736, Lng: -78.098028), Route carried "on" structure: County highway , Year Built: 1956, Year Reconstructed: 1993, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 701 (year 2018), Truck Traffic: 4%, Average Future Daily Traffic: 981 (year 2038), Features Intersected: WIGWAM CREEK, Facility Carried by Structure: COUNTY ROAD 26
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.779, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 10.0m (32.8ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 62.6 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 minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.73m (5.68ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $583,000, Roadway Improvement Cost: $341,000, Total Project Cost: $924,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: 333003, Location: 1.0 MI SE OF BELFAST (Lat: 42.334736, Lng: -78.098028), Route carried "on" structure: County highway , Year Built: 1956, Year Reconstructed: 1993, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 701 (year 2018), Truck Traffic: 4%, Average Future Daily Traffic: 981 (year 2038), Features Intersected: WIGWAM CREEK, Facility Carried by Structure: COUNTY ROAD 26
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.779, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 10.0m (32.8ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 62.6 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 minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.73m (5.68ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $583,000, Roadway Improvement Cost: $341,000, Total Project Cost: $924,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Find on map >> Show street view
Structure Number: 333074, Location: 0.5 MI.E.OF BELFAST (Lat: 42.343222, Lng: -78.103189), Route carried "on" structure: County highway , Year Built: 1974, Status: Closed, Structure Length: 8.93m (29.30ft), Average Daily Traffic: 854 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 1,196 (year 2038), Design Load: HS 20+Mod, Features Intersected: GENESEE RIVER, Facility Carried by Structure: CR 26
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.921, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 43.8m (143.7ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 8.93m (29.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $2,529,000, Roadway Improvement Cost: $1,481,000, Total Project Cost: $4,009,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 333074, Location: 0.5 MI.E.OF BELFAST (Lat: 42.343222, Lng: -78.103189), Route carried "on" structure: County highway , Year Built: 1974, Status: Closed, Structure Length: 8.93m (29.30ft), Average Daily Traffic: 854 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 1,196 (year 2038), Design Load: HS 20+Mod, Features Intersected: GENESEE RIVER, Facility Carried by Structure: CR 26
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.921, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 43.8m (143.7ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 8.93m (29.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $2,529,000, Roadway Improvement Cost: $1,481,000, Total Project Cost: $4,009,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete