Bridge Statistics for Hume, New York (NY)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 15Number of bridges
- 187ft / 56.9mTotal length
- $26,742,000Total costs
- 10,192Total average daily traffic
- 947Total average daily truck traffic
- 11,081Total future (year 2036) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Hume
- No street view available for this location
- New bridges - historical statistics
- 11930-1939
- 11950-1959
- 31960-1969
- 51970-1979
- 31980-1989
- 21990-1999
- Reconstructed bridges - Historical Statistics
- 11980-1989
- 01990-1999
- 12000-2009
- 32010-2019
- Bridge Condition - Deck
- 21.4%Excellent
- 7.1%Very good
- 64.3%Good
- 7.1%Fair
- Bridge Condition - Superstructure
- 21.4%Excellent
- 21.4%Very good
- 21.4%Good
- 7.1%Satisfactory
- 14.3%Fair
- 14.3%Poor
- Bridge Condition - Substructure
- 7.1%Excellent
- 7.1%Good
- 50.0%Satisfactory
- 28.6%Fair
- 7.1%Critical
- Bridge Condition - Channel
- 13.3%Good
- 46.7%Satisfactory
- 33.3%Fair
- 6.7%Poor
Find on map >> Show street view
Structure Number: 101507, Location: 0.1 MI S JCT RTS 19 + 19A (Lat: 42.464211, Lng: -78.112275), Route carried "on" structure: State highway 19, Year Built: 1957, Year Reconstructed: 2015, Status: Open, Structure Length: 4.05m (13.29ft), Average Daily Traffic: 2,104 (year 2016), Truck Traffic: 11%, Average Future Daily Traffic: 2,117 (year 2040), Design Load: HL 93, Features Intersected: COLD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 64.617, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 19.5m (64.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.6m (31.5ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, 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 minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.05m (13.29ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $1,398,000, Roadway Improvement Cost: $818,000, Total Project Cost: $2,216,000 ( 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: 101507, Location: 0.1 MI S JCT RTS 19 + 19A (Lat: 42.464211, Lng: -78.112275), Route carried "on" structure: State highway 19, Year Built: 1957, Year Reconstructed: 2015, Status: Open, Structure Length: 4.05m (13.29ft), Average Daily Traffic: 2,104 (year 2016), Truck Traffic: 11%, Average Future Daily Traffic: 2,117 (year 2040), Design Load: HL 93, Features Intersected: COLD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 64.617, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 19.5m (64.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.6m (31.5ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, 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 minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.05m (13.29ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $1,398,000, Roadway Improvement Cost: $818,000, Total Project Cost: $2,216,000 ( 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: 101532, Location: 0.5 MI NE OF ROSSBURG (Lat: 42.500106, Lng: -78.067608), Route carried "on" structure: State highway 19A, Year Built: 1965, Status: Open, Structure Length: 5.46m (17.91ft), Average Daily Traffic: 1,137 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 1,144 (year 2040), Design Load: HS 20+Mod, Features Intersected: WISCOY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.696, 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: 2, Length of Maximum Span: 26.2m (86.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 85.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.45m (17.88ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $1,462,000, Roadway Improvement Cost: $856,000, Total Project Cost: $2,318,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 101532, Location: 0.5 MI NE OF ROSSBURG (Lat: 42.500106, Lng: -78.067608), Route carried "on" structure: State highway 19A, Year Built: 1965, Status: Open, Structure Length: 5.46m (17.91ft), Average Daily Traffic: 1,137 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 1,144 (year 2040), Design Load: HS 20+Mod, Features Intersected: WISCOY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.696, 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: 2, Length of Maximum Span: 26.2m (86.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 85.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.45m (17.88ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $1,462,000, Roadway Improvement Cost: $856,000, Total Project Cost: $2,318,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 1091, Location: 1 Mi.North Hume Town Line (Lat: 42.443722, Lng: -78.126533), Route carried "on" structure: State highway 19, Year Built: 1939, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 2,104 (year 2016), Truck Traffic: 11%, Average Future Daily Traffic: 2,117 (year 2040), Features Intersected: Trb.Crk Genesee R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 61.448, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 17.1m (56.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, 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: Equal to present desirable criteria, Length Of Structure Improvement: 0.64m (2.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $373,000, Roadway Improvement Cost: $218,000, Total Project Cost: $591,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1091, Location: 1 Mi.North Hume Town Line (Lat: 42.443722, Lng: -78.126533), Route carried "on" structure: State highway 19, Year Built: 1939, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 2,104 (year 2016), Truck Traffic: 11%, Average Future Daily Traffic: 2,117 (year 2040), Features Intersected: Trb.Crk Genesee R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 61.448, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 17.1m (56.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, 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: Equal to present desirable criteria, Length Of Structure Improvement: 0.64m (2.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $373,000, Roadway Improvement Cost: $218,000, Total Project Cost: $591,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 221474, Location: 3.0 MI NW OF HUME (Lat: 42.504383, Lng: -78.176033), Route carried "on" structure: Other road , Year Built: 1977, Year Reconstructed: 2018, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 67 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 94 (year 2038), Features Intersected: COLD CREEK, Facility Carried by Structure: PURDY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.869, 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: 14.9m (48.9ft), Curb-To-Curb Width: 6.5m (21.3ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Satisfactory, Operating Rating: 61.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 1.52m (4.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $438,000, Roadway Improvement Cost: $256,000, Total Project Cost: $694,000 ( Estimate for 2021), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 221474, Location: 3.0 MI NW OF HUME (Lat: 42.504383, Lng: -78.176033), Route carried "on" structure: Other road , Year Built: 1977, Year Reconstructed: 2018, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 67 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 94 (year 2038), Features Intersected: COLD CREEK, Facility Carried by Structure: PURDY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.869, 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: 14.9m (48.9ft), Curb-To-Curb Width: 6.5m (21.3ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Satisfactory, Operating Rating: 61.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 1.52m (4.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $438,000, Roadway Improvement Cost: $256,000, Total Project Cost: $694,000 ( Estimate for 2021), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 221475, Location: 2.3 MI SE OF FILLMORE (Lat: 42.444994, Lng: -78.080383), Route carried "on" structure: Other road , Year Built: 1986, Status: Open, Structure Length: 3.81m (12.50ft), Average Daily Traffic: 183 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 256 (year 2038), Design Load: HS 20, Features Intersected: RUSH CREEK, Facility Carried by Structure: BOTSFORD HOLLOW R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.400, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 17.6m (57.7ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 43.1 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: 30.1 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: Equal to present minimum 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: 3.81m (12.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $866,000, Roadway Improvement Cost: $507,000, Total Project Cost: $1,374,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 221475, Location: 2.3 MI SE OF FILLMORE (Lat: 42.444994, Lng: -78.080383), Route carried "on" structure: Other road , Year Built: 1986, Status: Open, Structure Length: 3.81m (12.50ft), Average Daily Traffic: 183 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 256 (year 2038), Design Load: HS 20, Features Intersected: RUSH CREEK, Facility Carried by Structure: BOTSFORD HOLLOW R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.400, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 17.6m (57.7ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 43.1 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: 30.1 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: Equal to present minimum 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: 3.81m (12.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $866,000, Roadway Improvement Cost: $507,000, Total Project Cost: $1,374,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 221476, Location: 2.6 MI NW OF HUME (Lat: 42.504069, Lng: -78.155228), Route carried "on" structure: Other road , Year Built: 1973, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 37 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 52 (year 2038), Features Intersected: COLD CREEK, Facility Carried by Structure: MERWIN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.751, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.6m (47.9ft), 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: 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: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 1.52m (4.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $500,000, Roadway Improvement Cost: $293,000, Total Project Cost: $793,000 ( Estimate for 2021), Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 221476, Location: 2.6 MI NW OF HUME (Lat: 42.504069, Lng: -78.155228), Route carried "on" structure: Other road , Year Built: 1973, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 37 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 52 (year 2038), Features Intersected: COLD CREEK, Facility Carried by Structure: MERWIN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.751, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.6m (47.9ft), 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: 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: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 1.52m (4.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $500,000, Roadway Improvement Cost: $293,000, Total Project Cost: $793,000 ( Estimate for 2021), Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 221477, Location: 2 MI NORTH OF HUME (Lat: 42.499725, Lng: -78.132556), Route carried "on" structure: Other road , Year Built: 1987, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 94 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 132 (year 2040), Design Load: HS 20, Features Intersected: WISCOY CREEK, Facility Carried by Structure: POND ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.142, Lanes on structure: 1, Owner: Town or Township Highway Agency, Maintenance Responsibility: County Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.0m (78.7ft), Curb-To-Curb Width: 5.4m (17.7ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Critical, Channel: Poor, Operating Rating: 25.6 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: 19.8 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: High priority of replacement, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.43m (7.97ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $504,000, Roadway Improvement Cost: $295,000, Total Project Cost: $799,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: 221477, Location: 2 MI NORTH OF HUME (Lat: 42.499725, Lng: -78.132556), Route carried "on" structure: Other road , Year Built: 1987, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 94 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 132 (year 2040), Design Load: HS 20, Features Intersected: WISCOY CREEK, Facility Carried by Structure: POND ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.142, Lanes on structure: 1, Owner: Town or Township Highway Agency, Maintenance Responsibility: County Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.0m (78.7ft), Curb-To-Curb Width: 5.4m (17.7ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Critical, Channel: Poor, Operating Rating: 25.6 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: 19.8 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: High priority of replacement, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.43m (7.97ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $504,000, Roadway Improvement Cost: $295,000, Total Project Cost: $799,000 ( 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: 221478, Location: 2 MI NORTH OF HUME (Lat: 42.500889, Lng: -78.119511), Route carried "on" structure: Other road , Year Built: 1990, Status: Open, Structure Length: 3.14m (10.30ft), Average Daily Traffic: 180 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 252 (year 2038), Design Load: HS 20, Features Intersected: WISCOY CREEK, Facility Carried by Structure: MILLS MILLS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.395, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 31.0m (101.7ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 59.9 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: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 3.13m (10.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $786,000, Roadway Improvement Cost: $460,000, Total Project Cost: $1,247,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: 221478, Location: 2 MI NORTH OF HUME (Lat: 42.500889, Lng: -78.119511), Route carried "on" structure: Other road , Year Built: 1990, Status: Open, Structure Length: 3.14m (10.30ft), Average Daily Traffic: 180 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 252 (year 2038), Design Load: HS 20, Features Intersected: WISCOY CREEK, Facility Carried by Structure: MILLS MILLS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.395, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 31.0m (101.7ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 59.9 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: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 3.13m (10.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $786,000, Roadway Improvement Cost: $460,000, Total Project Cost: $1,247,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Find on map >> Show street view
Structure Number: 221481, Location: 2.8 MI NW OF HUME (Lat: 42.501208, Lng: -78.173517), Route carried "on" structure: Other road , Year Built: 1991, Status: Open, Structure Length: 1.43m (4.69ft), Average Daily Traffic: 84 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 118 (year 2038), Features Intersected: COLD CREEK, Facility Carried by Structure: STONE SPRING ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.416, 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: 13.7m (44.9ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Fair, Channel: Fair, Operating Rating: 59.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.43m (4.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $349,000, Roadway Improvement Cost: $204,000, Total Project Cost: $554,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: 221481, Location: 2.8 MI NW OF HUME (Lat: 42.501208, Lng: -78.173517), Route carried "on" structure: Other road , Year Built: 1991, Status: Open, Structure Length: 1.43m (4.69ft), Average Daily Traffic: 84 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 118 (year 2038), Features Intersected: COLD CREEK, Facility Carried by Structure: STONE SPRING ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.416, 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: 13.7m (44.9ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Fair, Channel: Fair, Operating Rating: 59.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.43m (4.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $349,000, Roadway Improvement Cost: $204,000, Total Project Cost: $554,000 ( 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: 221482, Location: 1.4 MI NW OF HUME (Lat: 42.479594, Lng: -78.161597), Route carried "on" structure: Other road , Year Built: 1972, Year Reconstructed: 1992, Status: Posted for load, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 74 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 104 (year 2038), Features Intersected: SIXTOWN CREEK, Facility Carried by Structure: HIGGINS CREEK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, 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: 20.1m (65.9ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Poor, Substructure: Fair, Channel: Satisfactory, Operating Rating: 30.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.1 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: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 2.13m (6.99ft), Designated Inspection Frequency: Every 12 months, Inspection Date: September 2021, Bridge Improvement Cost: $675,000, Roadway Improvement Cost: $396,000, Total Project Cost: $1,071,000 ( Estimate for 2021), Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: 221482, Location: 1.4 MI NW OF HUME (Lat: 42.479594, Lng: -78.161597), Route carried "on" structure: Other road , Year Built: 1972, Year Reconstructed: 1992, Status: Posted for load, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 74 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 104 (year 2038), Features Intersected: SIXTOWN CREEK, Facility Carried by Structure: HIGGINS CREEK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, 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: 20.1m (65.9ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Poor, Substructure: Fair, Channel: Satisfactory, Operating Rating: 30.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.1 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: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 2.13m (6.99ft), Designated Inspection Frequency: Every 12 months, Inspection Date: September 2021, Bridge Improvement Cost: $675,000, Roadway Improvement Cost: $396,000, Total Project Cost: $1,071,000 ( 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: 221483, Location: 2.7 MI WEST OF HUME (Lat: 42.470689, Lng: -78.180533), Route carried "on" structure: Other road , Year Built: 1976, Year Reconstructed: 2015, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 74 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 104 (year 2038), Design Load: HS 25 or greater, Features Intersected: SIXTOWN CREEK, Facility Carried by Structure: HIGGINS CREEK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.979, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.7m (58.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Fair, Channel: Fair, Operating Rating: 68.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.82m (5.97ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $713,000, Roadway Improvement Cost: $417,000, Total Project Cost: $1,130,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 221483, Location: 2.7 MI WEST OF HUME (Lat: 42.470689, Lng: -78.180533), Route carried "on" structure: Other road , Year Built: 1976, Year Reconstructed: 2015, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 74 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 104 (year 2038), Design Load: HS 25 or greater, Features Intersected: SIXTOWN CREEK, Facility Carried by Structure: HIGGINS CREEK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.979, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.7m (58.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Fair, Channel: Fair, Operating Rating: 68.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.82m (5.97ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $713,000, Roadway Improvement Cost: $417,000, Total Project Cost: $1,130,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 333035, Location: IN HUME (Lat: 42.473094, Lng: -78.136483), Route carried "on" structure: County highway , Year Built: 1964, Status: Open, Structure Length: 4.72m (15.49ft), Average Daily Traffic: 1,018 (year 2016), Truck Traffic: 7%, Average Future Daily Traffic: 1,425 (year 2036), Design Load: H 20, Features Intersected: COLD CREEK, Facility Carried by Structure: COUNTY ROAD 23
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.419, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 45.7m (149.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.8m (2.6ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 87.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.72m (15.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $1,866,000, Roadway Improvement Cost: $1,093,000, Total Project Cost: $2,959,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 333035, Location: IN HUME (Lat: 42.473094, Lng: -78.136483), Route carried "on" structure: County highway , Year Built: 1964, Status: Open, Structure Length: 4.72m (15.49ft), Average Daily Traffic: 1,018 (year 2016), Truck Traffic: 7%, Average Future Daily Traffic: 1,425 (year 2036), Design Load: H 20, Features Intersected: COLD CREEK, Facility Carried by Structure: COUNTY ROAD 23
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.419, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 45.7m (149.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.8m (2.6ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 87.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.72m (15.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $1,866,000, Roadway Improvement Cost: $1,093,000, Total Project Cost: $2,959,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 333036, Location: 0.8 MI NW OF HUME (Lat: 42.482492, Lng: -78.145103), Route carried "on" structure: County highway , Year Built: 1974, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 650 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 678 (year 2040), Features Intersected: COLD CREEK, Facility Carried by Structure: COUNTY ROAD 3
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.580, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.6m (57.7ft), Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Channel: Fair, Operating Rating: 44.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.3 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: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.82m (5.97ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $691,000, Roadway Improvement Cost: $405,000, Total Project Cost: $1,095,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: 333036, Location: 0.8 MI NW OF HUME (Lat: 42.482492, Lng: -78.145103), Route carried "on" structure: County highway , Year Built: 1974, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 650 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 678 (year 2040), Features Intersected: COLD CREEK, Facility Carried by Structure: COUNTY ROAD 3
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.580, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.6m (57.7ft), Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Channel: Fair, Operating Rating: 44.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.3 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: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.82m (5.97ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $691,000, Roadway Improvement Cost: $405,000, Total Project Cost: $1,095,000 ( 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: 333076, Location: 0.4 MI SE OF FILLMORE (Lat: 42.463492, Lng: -78.103364), Route carried "on" structure: County highway , Year Built: 1980, Status: Open, Structure Length: 18.29m (60.01ft), Average Daily Traffic: 1,476 (year 2018), Truck Traffic: 9%, Average Future Daily Traffic: 1,539 (year 2040), Design Load: HS 20+Mod, Features Intersected: GENESEE RIVER, Facility Carried by Structure: COUNTY RD 4
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.723, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 5 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 50.9m (167.0ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Satisfactory, Channel: Satisfactory, Inventory Rating: 68.9 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 desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 18.28m (59.97ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $5,148,000, Roadway Improvement Cost: $3,015,000, Total Project Cost: $8,163,000 ( 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: 333076, Location: 0.4 MI SE OF FILLMORE (Lat: 42.463492, Lng: -78.103364), Route carried "on" structure: County highway , Year Built: 1980, Status: Open, Structure Length: 18.29m (60.01ft), Average Daily Traffic: 1,476 (year 2018), Truck Traffic: 9%, Average Future Daily Traffic: 1,539 (year 2040), Design Load: HS 20+Mod, Features Intersected: GENESEE RIVER, Facility Carried by Structure: COUNTY RD 4
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.723, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 5 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 50.9m (167.0ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Satisfactory, Channel: Satisfactory, Inventory Rating: 68.9 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 desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 18.28m (59.97ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $5,148,000, Roadway Improvement Cost: $3,015,000, Total Project Cost: $8,163,000 ( 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: 333077, Location: 1.1 MI SE OF FILLMORE (Lat: 42.457892, Lng: -78.091603), Route carried "on" structure: County highway , Year Built: 1965, Year Reconstructed: 2012, Status: Open, Structure Length: 4.05m (13.29ft), Average Daily Traffic: 910 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 949 (year 2040), Design Load: HL 93, Features Intersected: RUSH CREEK, Facility Carried by Structure: COUNTY ROAD 4
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.597, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 46.0 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: 35.6 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 minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 4.05m (13.29ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $1,096,000, Roadway Improvement Cost: $642,000, Total Project Cost: $1,738,000 ( 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: 333077, Location: 1.1 MI SE OF FILLMORE (Lat: 42.457892, Lng: -78.091603), Route carried "on" structure: County highway , Year Built: 1965, Year Reconstructed: 2012, Status: Open, Structure Length: 4.05m (13.29ft), Average Daily Traffic: 910 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 949 (year 2040), Design Load: HL 93, Features Intersected: RUSH CREEK, Facility Carried by Structure: COUNTY ROAD 4
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.597, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 46.0 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: 35.6 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 minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 4.05m (13.29ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $1,096,000, Roadway Improvement Cost: $642,000, Total Project Cost: $1,738,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing