Bridge Statistics for Hornby, New York (NY)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 11Number of bridges
- 36ft / 10.7mTotal length
- $6,271,000Total costs
- 18,475Total average daily traffic
- 1,803Total average daily truck traffic
- 18,803Total future (year 2036) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Hornby
- No street view available for this location
- New bridges - historical statistics
- 31950-1959
- 21960-1969
- 21990-1999
- 22000-2009
- 22010-2019
- Bridge Condition - Deck
- 33.3%Excellent
- 16.7%Very good
- 33.3%Good
- 16.7%Fair
- Bridge Condition - Superstructure
- 33.3%Excellent
- 16.7%Very good
- 33.3%Good
- 16.7%Poor
- Bridge Condition - Substructure
- 50.0%Excellent
- 16.7%Satisfactory
- 16.7%Fair
- 16.7%Poor
- Bridge Condition - Channel
- 27.3%Good
- 54.5%Fair
- 9.1%Poor
- 9.1%Serious
- Bridge Condition - Culverts
- 20.0%Excellent
- 80.0%Satisfactory
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Structure Number: 104798, Location: 2.7 MILES NE OF CORNING (Lat: 42.189825, Lng: -77.018878), Route carried "on" structure: State highway 414, Year Built: 1959, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 4,403 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 4,430 (year 2040), Design Load: HS 20, Features Intersected: KERICK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.661, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 73.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.70m (2.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $317,000, Roadway Improvement Cost: $185,000, Total Project Cost: $502,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 104798, Location: 2.7 MILES NE OF CORNING (Lat: 42.189825, Lng: -77.018878), Route carried "on" structure: State highway 414, Year Built: 1959, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 4,403 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 4,430 (year 2040), Design Load: HS 20, Features Intersected: KERICK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.661, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 73.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.70m (2.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $317,000, Roadway Improvement Cost: $185,000, Total Project Cost: $502,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 104799, Location: 3.5 MILES NE OF CORNING (Lat: 42.197697, Lng: -77.007144), Route carried "on" structure: State highway 414, Year Built: 1959, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 4,403 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 4,430 (year 2040), Design Load: HS 20, Features Intersected: WILSON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.965, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.3m (10.8ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 55.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.70m (2.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $386,000, Roadway Improvement Cost: $226,000, Total Project Cost: $612,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 104799, Location: 3.5 MILES NE OF CORNING (Lat: 42.197697, Lng: -77.007144), Route carried "on" structure: State highway 414, Year Built: 1959, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 4,403 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 4,430 (year 2040), Design Load: HS 20, Features Intersected: WILSON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.965, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.3m (10.8ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 55.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.70m (2.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $386,000, Roadway Improvement Cost: $226,000, Total Project Cost: $612,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1048, Location: 4.7 MILES NE OF CORNING (Lat: 42.206781, Lng: -76.989283), Route carried "on" structure: State highway 414, Year Built: 1959, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 4,403 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 4,430 (year 2040), Design Load: HS 20, Features Intersected: LILY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.783, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 58.3 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: 45.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.70m (2.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $375,000, Roadway Improvement Cost: $220,000, Total Project Cost: $595,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1048, Location: 4.7 MILES NE OF CORNING (Lat: 42.206781, Lng: -76.989283), Route carried "on" structure: State highway 414, Year Built: 1959, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 4,403 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 4,430 (year 2040), Design Load: HS 20, Features Intersected: LILY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.783, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 58.3 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: 45.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.70m (2.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $375,000, Roadway Improvement Cost: $220,000, Total Project Cost: $595,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 104801, Location: 6.3 MILES NE OF CORNING (Lat: 42.224603, Lng: -76.969350), Route carried "on" structure: State highway 414, Year Built: 1964, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 4,403 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 4,430 (year 2040), Design Load: HS 20, Features Intersected: BUCK HOLLOW CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.373, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.3m (10.8ft), Curb-To-Curb Width: 12.7m (41.7ft), Out-to-Out Width: 13.6m (44.6ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 67.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.79m (2.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $421,000, Roadway Improvement Cost: $247,000, Total Project Cost: $667,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 104801, Location: 6.3 MILES NE OF CORNING (Lat: 42.224603, Lng: -76.969350), Route carried "on" structure: State highway 414, Year Built: 1964, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 4,403 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 4,430 (year 2040), Design Load: HS 20, Features Intersected: BUCK HOLLOW CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.373, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.3m (10.8ft), Curb-To-Curb Width: 12.7m (41.7ft), Out-to-Out Width: 13.6m (44.6ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 67.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.79m (2.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $421,000, Roadway Improvement Cost: $247,000, Total Project Cost: $667,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 221712, Location: 1.9 MILES WEST OF HORNBY (Lat: 42.245853, Lng: -77.081872), Route carried "on" structure: Other road , Year Built: 2007, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 74 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 104 (year 2036), Design Load: HS 25 or greater, Features Intersected: DRY RUN CREEK, Facility Carried by Structure: DRY RUN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.464, Lanes on structure: 2, Owner: Town or Township Highway Agency, Maintenance Responsibility: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.7m (58.1ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Good, Operating Rating: 79.8 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: Superior to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 1.82m (5.97ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $313,000, Roadway Improvement Cost: $183,000, Total Project Cost: $497,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: 221712, Location: 1.9 MILES WEST OF HORNBY (Lat: 42.245853, Lng: -77.081872), Route carried "on" structure: Other road , Year Built: 2007, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 74 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 104 (year 2036), Design Load: HS 25 or greater, Features Intersected: DRY RUN CREEK, Facility Carried by Structure: DRY RUN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.464, Lanes on structure: 2, Owner: Town or Township Highway Agency, Maintenance Responsibility: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.7m (58.1ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Good, Operating Rating: 79.8 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: Superior to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 1.82m (5.97ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $313,000, Roadway Improvement Cost: $183,000, Total Project Cost: $497,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
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Structure Number: 221713, Location: 2.1 MILE WEST OF HORNBY (Lat: 42.247158, Lng: -77.084428), Route carried "on" structure: Other road , Year Built: 2009, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 3 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 4 (year 2038), Design Load: HS 25 or greater, Features Intersected: DRY RUN CREEK, Facility Carried by Structure: HARRISON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.129, Lanes on structure: 2, Owner: Town or Township Highway Agency, Maintenance Responsibility: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 5.7m (18.7ft), Out-to-Out Width: 6.2m (20.3ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Fair, Operating Rating: 79.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 61.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 1.21m (3.97ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $299,000, Roadway Improvement Cost: $175,000, Total Project Cost: $474,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: 221713, Location: 2.1 MILE WEST OF HORNBY (Lat: 42.247158, Lng: -77.084428), Route carried "on" structure: Other road , Year Built: 2009, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 3 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 4 (year 2038), Design Load: HS 25 or greater, Features Intersected: DRY RUN CREEK, Facility Carried by Structure: HARRISON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.129, Lanes on structure: 2, Owner: Town or Township Highway Agency, Maintenance Responsibility: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 5.7m (18.7ft), Out-to-Out Width: 6.2m (20.3ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Fair, Operating Rating: 79.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 61.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 1.21m (3.97ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $299,000, Roadway Improvement Cost: $175,000, Total Project Cost: $474,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
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Structure Number: 221714, Location: 2 MI NE OF FERENBAUGH (Lat: 42.214989, Lng: -76.976294), Route carried "on" structure: Other road , Year Built: 1968, Status: Posted for load-capacity, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 215 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 301 (year 2038), Features Intersected: POST CREEK, Facility Carried by Structure: TOWNLEY HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.145, Lanes on structure: 2, Owner: Town or Township Highway Agency, Maintenance Responsibility: County Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Poor, Channel: Serious, 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: Meets minimum limits, Waterway Adequacy: High priority of corrective action, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 0.94m (3.08ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: May 2021, Underwater Inspection Date: June 2021, Bridge Improvement Cost: $331,000, Roadway Improvement Cost: $194,000, Total Project Cost: $525,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 221714, Location: 2 MI NE OF FERENBAUGH (Lat: 42.214989, Lng: -76.976294), Route carried "on" structure: Other road , Year Built: 1968, Status: Posted for load-capacity, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 215 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 301 (year 2038), Features Intersected: POST CREEK, Facility Carried by Structure: TOWNLEY HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.145, Lanes on structure: 2, Owner: Town or Township Highway Agency, Maintenance Responsibility: County Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Poor, Channel: Serious, 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: Meets minimum limits, Waterway Adequacy: High priority of corrective action, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 0.94m (3.08ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: May 2021, Underwater Inspection Date: June 2021, Bridge Improvement Cost: $331,000, Roadway Improvement Cost: $194,000, Total Project Cost: $525,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 221715, Location: 7.5 MILES NE OF CORNING (Lat: 42.232069, Lng: -76.977483), Route carried "on" structure: Other road , Year Built: 2012, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 99 (year 2018), Truck Traffic: 15%, Average Future Daily Traffic: 139 (year 2038), Design Load: HS 25 or greater, Features Intersected: BUCK HOLLOW CREEK, Facility Carried by Structure: BUCK HOLLOW ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.062, Lanes on structure: 2, Owner: Town or Township Highway Agency, Maintenance Responsibility: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.3m (37.1ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Excellent, Channel: Good, 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: 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 minimum criteria, Length Of Structure Improvement: 1.21m (3.97ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $440,000, Roadway Improvement Cost: $258,000, Total Project Cost: $698,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: 221715, Location: 7.5 MILES NE OF CORNING (Lat: 42.232069, Lng: -76.977483), Route carried "on" structure: Other road , Year Built: 2012, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 99 (year 2018), Truck Traffic: 15%, Average Future Daily Traffic: 139 (year 2038), Design Load: HS 25 or greater, Features Intersected: BUCK HOLLOW CREEK, Facility Carried by Structure: BUCK HOLLOW ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.062, Lanes on structure: 2, Owner: Town or Township Highway Agency, Maintenance Responsibility: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.3m (37.1ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Excellent, Channel: Good, 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: 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 minimum criteria, Length Of Structure Improvement: 1.21m (3.97ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $440,000, Roadway Improvement Cost: $258,000, Total Project Cost: $698,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
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Structure Number: 22693, Location: 3.2 MILES NE OF CORNING (Lat: 42.200700, Lng: -77.018017), Route carried "on" structure: Other road , Year Built: 1997, Status: Posted for load, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 49 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 69 (year 2036), Design Load: HS 20, Features Intersected: MORMON HOLLOW CRK, Facility Carried by Structure: MORMON HOLLOW ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.335, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Satisfactory, Channel: Poor, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 0.82m (2.69ft), Designated Inspection Frequency: Every 12 months, Inspection Date: October 2021, Bridge Improvement Cost: $292,000, Roadway Improvement Cost: $171,000, Total Project Cost: $462,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 22693, Location: 3.2 MILES NE OF CORNING (Lat: 42.200700, Lng: -77.018017), Route carried "on" structure: Other road , Year Built: 1997, Status: Posted for load, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 49 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 69 (year 2036), Design Load: HS 20, Features Intersected: MORMON HOLLOW CRK, Facility Carried by Structure: MORMON HOLLOW ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.335, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Satisfactory, Channel: Poor, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 0.82m (2.69ft), Designated Inspection Frequency: Every 12 months, Inspection Date: October 2021, Bridge Improvement Cost: $292,000, Roadway Improvement Cost: $171,000, Total Project Cost: $462,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 333367, Location: IN HORNBY (Lat: 42.243814, Lng: -77.043261), Route carried "on" structure: County highway , Year Built: 1998, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 352 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 367 (year 2040), Design Load: HS 25 or greater, Features Intersected: DRY RUN CREEK, Facility Carried by Structure: COUNTY ROAD 41
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.780, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Fair, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.91m (2.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $454,000, Roadway Improvement Cost: $266,000, Total Project Cost: $720,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: 333367, Location: IN HORNBY (Lat: 42.243814, Lng: -77.043261), Route carried "on" structure: County highway , Year Built: 1998, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 352 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 367 (year 2040), Design Load: HS 25 or greater, Features Intersected: DRY RUN CREEK, Facility Carried by Structure: COUNTY ROAD 41
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.780, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Fair, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.91m (2.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $454,000, Roadway Improvement Cost: $266,000, Total Project Cost: $720,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
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Structure Number: 337144, Location: 3.5 MI NE JCT 414 & 17 (Lat: 42.198528, Lng: -77.008653), Route carried "on" structure: Other road , Year Built: 2018, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 71 (year 2020), Average Future Daily Traffic: 99 (year 2040), Features Intersected: WILSON HOLLOW CREEK, Facility Carried by Structure: WILSON HOLLOW ROAD
Minimum Vertical Clearance: 32.69m (107.25ft), Kilometerpoint: 0.145, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 5 degrees, Material/Design: Concrete, Design/Construction: Culvert, 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: 7.9m (25.9ft)
Condition: Channel: Good, Culverts: Excellent, Operating Rating: 74.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.85m (2.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $327,000, Roadway Improvement Cost: $192,000, Total Project Cost: $519,000 ( Estimate for 2021)
Structure Number: 337144, Location: 3.5 MI NE JCT 414 & 17 (Lat: 42.198528, Lng: -77.008653), Route carried "on" structure: Other road , Year Built: 2018, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 71 (year 2020), Average Future Daily Traffic: 99 (year 2040), Features Intersected: WILSON HOLLOW CREEK, Facility Carried by Structure: WILSON HOLLOW ROAD
Minimum Vertical Clearance: 32.69m (107.25ft), Kilometerpoint: 0.145, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 5 degrees, Material/Design: Concrete, Design/Construction: Culvert, 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: 7.9m (25.9ft)
Condition: Channel: Good, Culverts: Excellent, Operating Rating: 74.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.85m (2.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $327,000, Roadway Improvement Cost: $192,000, Total Project Cost: $519,000 ( Estimate for 2021)