Bridge Statistics for Wheatland, New York (NY)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 21Number of bridges
- 220ft / 67.0mTotal length
- $35,301,000Total costs
- 121,096Total average daily traffic
- 16,122Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Wheatland
- No street view available for this location
- New bridges - historical statistics
- 1Before 1900
- 31910-1919
- 11920-1929
- 11940-1949
- 111950-1959
- 11960-1969
- 11970-1979
- 11980-1989
- 11990-1999
- Reconstructed bridges - Historical Statistics
- 21970-1979
- 11980-1989
- 11990-1999
- 32000-2009
- 12010-2019
- Bridge Condition - Deck
- 14.3%Excellent
- 7.1%Very good
- 28.6%Good
- 21.4%Satisfactory
- 21.4%Fair
- 7.1%Poor
- Bridge Condition - Superstructure
- 7.1%Excellent
- 14.3%Very good
- 35.7%Good
- 42.9%Satisfactory
- Bridge Condition - Substructure
- 14.3%Very good
- 35.7%Good
- 21.4%Satisfactory
- 28.6%Fair
- Bridge Condition - Channel
- 30.0%Good
- 60.0%Satisfactory
- 10.0%Fair
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Structure Number: 102375, Location: 1.2MI S INTERS.RTS 36&383 (Lat: 42.995631, Lng: -77.862300), Route carried "on" structure: State highway 36, Year Built: 1989, Status: Open, Structure Length: 4.63m (15.19ft), Average Daily Traffic: 4,505 (year 2017), Truck Traffic: 7%, Average Future Daily Traffic: 4,532 (year 2040), Design Load: HS 20, Features Intersected: Oatka Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.885, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 22.2m (72.8ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, 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: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.63m (15.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $1,929,000, Roadway Improvement Cost: $1,129,000, Total Project Cost: $3,058,000 ( 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: 102375, Location: 1.2MI S INTERS.RTS 36&383 (Lat: 42.995631, Lng: -77.862300), Route carried "on" structure: State highway 36, Year Built: 1989, Status: Open, Structure Length: 4.63m (15.19ft), Average Daily Traffic: 4,505 (year 2017), Truck Traffic: 7%, Average Future Daily Traffic: 4,532 (year 2040), Design Load: HS 20, Features Intersected: Oatka Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.885, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 22.2m (72.8ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, 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: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.63m (15.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $1,929,000, Roadway Improvement Cost: $1,129,000, Total Project Cost: $3,058,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 102376, Location: JCT RTS36+NYS THRUWAY I90 (Lat: 43.030050, Lng: -77.877172), Route carried "on" structure: State highway 36, Year Built: 1954, Year Reconstructed: 1976, Status: Open, Structure Length: 7.16m (23.49ft), Average Daily Traffic: 1,206 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 1,258 (year 2040), Design Load: HS 20+Mod, Features Intersected: 90IX, RTE I90
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.358, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Toll Authority, Approaching Roadway Width: 10.1m (33.1ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 22.6m (74.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 80.7 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, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 7.16m (23.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $1,703,000, Roadway Improvement Cost: $997,000, Total Project Cost: $2,701,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 102376, Location: JCT RTS36+NYS THRUWAY I90 (Lat: 43.030050, Lng: -77.877172), Route carried "on" structure: State highway 36, Year Built: 1954, Year Reconstructed: 1976, Status: Open, Structure Length: 7.16m (23.49ft), Average Daily Traffic: 1,206 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 1,258 (year 2040), Design Load: HS 20+Mod, Features Intersected: 90IX, RTE I90
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.358, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Toll Authority, Approaching Roadway Width: 10.1m (33.1ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 22.6m (74.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 80.7 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, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 7.16m (23.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $1,703,000, Roadway Improvement Cost: $997,000, Total Project Cost: $2,701,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 104339, Location: 3.2 MI W JCT RTS 251 & 15 (Lat: 43.004933, Lng: -77.730733), Route carried "on" structure: State highway 251, Year Built: 1995, Status: Open, Structure Length: 8.32m (27.30ft), Average Daily Traffic: 3,046 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 3,064 (year 2040), Design Load: HS 25 or greater, Features Intersected: GENESEE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.848, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 39.6m (129.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 64.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.32m (27.30ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: August 2021, Underwater Inspection Date: August 2020, Bridge Improvement Cost: $2,323,000, Roadway Improvement Cost: $1,360,000, Total Project Cost: $3,683,000 ( 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: 104339, Location: 3.2 MI W JCT RTS 251 & 15 (Lat: 43.004933, Lng: -77.730733), Route carried "on" structure: State highway 251, Year Built: 1995, Status: Open, Structure Length: 8.32m (27.30ft), Average Daily Traffic: 3,046 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 3,064 (year 2040), Design Load: HS 25 or greater, Features Intersected: GENESEE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.848, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 39.6m (129.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 64.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.32m (27.30ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: August 2021, Underwater Inspection Date: August 2020, Bridge Improvement Cost: $2,323,000, Roadway Improvement Cost: $1,360,000, Total Project Cost: $3,683,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 104344, Location: RT 253 OVER GENESEE RIVER (Lat: 43.029636, Lng: -77.723242), Route carried "on" structure: State highway 253, Year Built: 1976, Status: Open, Structure Length: 7.74m (25.39ft), Average Daily Traffic: 4,705 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 5,715 (year 2040), Design Load: HS 20, Features Intersected: GENESEE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.593, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 36.5m (119.8ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 18.3m (60.0ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 69.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.74m (25.39ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: August 2021, Underwater Inspection Date: July 2019, Bridge Improvement Cost: $3,509,000, Roadway Improvement Cost: $2,055,000, Total Project Cost: $5,564,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 104344, Location: RT 253 OVER GENESEE RIVER (Lat: 43.029636, Lng: -77.723242), Route carried "on" structure: State highway 253, Year Built: 1976, Status: Open, Structure Length: 7.74m (25.39ft), Average Daily Traffic: 4,705 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 5,715 (year 2040), Design Load: HS 20, Features Intersected: GENESEE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.593, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 36.5m (119.8ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 18.3m (60.0ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 69.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.74m (25.39ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: August 2021, Underwater Inspection Date: July 2019, Bridge Improvement Cost: $3,509,000, Roadway Improvement Cost: $2,055,000, Total Project Cost: $5,564,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 331736, Location: 0.5 MI W OF MUMFORD (Lat: 42.992383, Lng: -77.862331), Route carried "on" structure: County highway , Year Built: 1912, Year Reconstructed: 1990, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 1,662 (year 2016), Truck Traffic: 3%, Average Future Daily Traffic: 2,327 (year 2036), Features Intersected: Spring Creek Branch 2, Facility Carried by Structure: GEORGE STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.386, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.9m (12.8ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.7m (5.6ft), Curb-To-Curb Width: 10.5m (34.4ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 11.0 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: 8.4 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: High priority of corrective action, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 0.82m (2.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $388,000, Roadway Improvement Cost: $227,000, Total Project Cost: $615,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 331736, Location: 0.5 MI W OF MUMFORD (Lat: 42.992383, Lng: -77.862331), Route carried "on" structure: County highway , Year Built: 1912, Year Reconstructed: 1990, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 1,662 (year 2016), Truck Traffic: 3%, Average Future Daily Traffic: 2,327 (year 2036), Features Intersected: Spring Creek Branch 2, Facility Carried by Structure: GEORGE STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.386, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.9m (12.8ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.7m (5.6ft), Curb-To-Curb Width: 10.5m (34.4ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 11.0 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: 8.4 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: High priority of corrective action, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 0.82m (2.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $388,000, Roadway Improvement Cost: $227,000, Total Project Cost: $615,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 331737, Location: .15 MI S INT RTS 383 & 36 (Lat: 42.998094, Lng: -77.852547), Route carried "on" structure: County highway , Year Built: 1923, Year Reconstructed: 2013, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 195 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 273 (year 2036), Design Load: HS 25 or greater, Features Intersected: OATKA CREEK TRIB., Facility Carried by Structure: TWIN BRIDGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.129, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.5m (41.0ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 75.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.34m (4.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $317,000, Roadway Improvement Cost: $186,000, Total Project Cost: $503,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: 331737, Location: .15 MI S INT RTS 383 & 36 (Lat: 42.998094, Lng: -77.852547), Route carried "on" structure: County highway , Year Built: 1923, Year Reconstructed: 2013, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 195 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 273 (year 2036), Design Load: HS 25 or greater, Features Intersected: OATKA CREEK TRIB., Facility Carried by Structure: TWIN BRIDGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.129, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.5m (41.0ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 75.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.34m (4.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $317,000, Roadway Improvement Cost: $186,000, Total Project Cost: $503,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
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Structure Number: 331738, Location: .15 MI S INT RTS 383 & 36 (Lat: 42.998697, Lng: -77.852517), Route carried "on" structure: County highway , Year Built: 1890, Year Reconstructed: 2013, Status: Open, Structure Length: 2.56m (8.40ft), Average Daily Traffic: 195 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 273 (year 2036), Features Intersected: OATKA CREEK, Facility Carried by Structure: TWIN BRIDGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.080, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete continuous, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 2, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 18.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.56m (8.40ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: October 2021, Critical Feature Inspection Date: October 2021, Bridge Improvement Cost: $614,000, Roadway Improvement Cost: $359,000, Total Project Cost: $973,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 331738, Location: .15 MI S INT RTS 383 & 36 (Lat: 42.998697, Lng: -77.852517), Route carried "on" structure: County highway , Year Built: 1890, Year Reconstructed: 2013, Status: Open, Structure Length: 2.56m (8.40ft), Average Daily Traffic: 195 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 273 (year 2036), Features Intersected: OATKA CREEK, Facility Carried by Structure: TWIN BRIDGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.080, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete continuous, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 2, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 18.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.56m (8.40ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: October 2021, Critical Feature Inspection Date: October 2021, Bridge Improvement Cost: $614,000, Roadway Improvement Cost: $359,000, Total Project Cost: $973,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 331791, Location: 0.5 MI NE OF WEST CHILI (Lat: 43.010131, Lng: -77.791689), Route carried "on" structure: Other road , Year Built: 1915, Year Reconstructed: 2011, Status: Open, Structure Length: 3.29m (10.79ft), Average Daily Traffic: 586 (year 2017), Truck Traffic: 3%, Average Future Daily Traffic: 820 (year 2037), Design Load: HS 25 or greater, Features Intersected: OATKA CREEK, Facility Carried by Structure: UNION STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.430, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 27.7m (90.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Good, Channel: Satisfactory, Operating Rating: 98.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 59.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 3.29m (10.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $1,111,000, Roadway Improvement Cost: $650,000, Total Project Cost: $1,761,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Galvanized Reinforcing
Structure Number: 331791, Location: 0.5 MI NE OF WEST CHILI (Lat: 43.010131, Lng: -77.791689), Route carried "on" structure: Other road , Year Built: 1915, Year Reconstructed: 2011, Status: Open, Structure Length: 3.29m (10.79ft), Average Daily Traffic: 586 (year 2017), Truck Traffic: 3%, Average Future Daily Traffic: 820 (year 2037), Design Load: HS 25 or greater, Features Intersected: OATKA CREEK, Facility Carried by Structure: UNION STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.430, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 27.7m (90.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Good, Channel: Satisfactory, Operating Rating: 98.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 59.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 3.29m (10.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $1,111,000, Roadway Improvement Cost: $650,000, Total Project Cost: $1,761,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Galvanized Reinforcing
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Structure Number: 331792, Location: 2 MI SW OF GARBUTT (Lat: 43.005681, Lng: -77.821486), Route carried "on" structure: County highway , Year Built: 1964, Status: Open, Structure Length: 3.38m (11.09ft), Average Daily Traffic: 1,191 (year 2017), Truck Traffic: 7%, Average Future Daily Traffic: 1,667 (year 2037), Design Load: HS 20, Features Intersected: OATKA CREEK, Facility Carried by Structure: Wheatland Center R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.011, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 16.4m (53.8ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 84.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.38m (11.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $756,000, Roadway Improvement Cost: $443,000, Total Project Cost: $1,199,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 331792, Location: 2 MI SW OF GARBUTT (Lat: 43.005681, Lng: -77.821486), Route carried "on" structure: County highway , Year Built: 1964, Status: Open, Structure Length: 3.38m (11.09ft), Average Daily Traffic: 1,191 (year 2017), Truck Traffic: 7%, Average Future Daily Traffic: 1,667 (year 2037), Design Load: HS 20, Features Intersected: OATKA CREEK, Facility Carried by Structure: Wheatland Center R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.011, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 16.4m (53.8ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 84.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.38m (11.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $756,000, Roadway Improvement Cost: $443,000, Total Project Cost: $1,199,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 335909, Location: 1 MI SW OF SCOTTSVILLE (Lat: 43.009350, Lng: -77.765533), Route carried "on" structure: County highway , Year Built: 1948, Year Reconstructed: 2017, Status: Open, Structure Length: 3.96m (12.99ft), Average Daily Traffic: 501 (year 2016), Truck Traffic: 3%, Average Future Daily Traffic: 701 (year 2036), Design Load: HS 20+Mod, Features Intersected: OATKA CREEK, Facility Carried by Structure: BOWERMAN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.172, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 19.2m (63.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Excellent, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 59.9 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: 3.96m (12.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $1,236,000, Roadway Improvement Cost: $724,000, Total Project Cost: $1,960,000 ( 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: 335909, Location: 1 MI SW OF SCOTTSVILLE (Lat: 43.009350, Lng: -77.765533), Route carried "on" structure: County highway , Year Built: 1948, Year Reconstructed: 2017, Status: Open, Structure Length: 3.96m (12.99ft), Average Daily Traffic: 501 (year 2016), Truck Traffic: 3%, Average Future Daily Traffic: 701 (year 2036), Design Load: HS 20+Mod, Features Intersected: OATKA CREEK, Facility Carried by Structure: BOWERMAN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.172, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 19.2m (63.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Excellent, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 59.9 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: 3.96m (12.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $1,236,000, Roadway Improvement Cost: $724,000, Total Project Cost: $1,960,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 551052, Location: 5.4 MI E OF EXIT 47 90I (Lat: 43.029958, Lng: -77.860147), Route carried "on" structure: Interstate 90, Year Built: 1952, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 21,392 (year 2020), Truck Traffic: 35%, Average Future Daily Traffic: 26,239 (year 2040), Design Load: HS 25 or greater, Features Intersected: MUMFORD RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.620, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Toll: On Interstate toll segment, Owner: State Toll Authority, Approaching Roadway Width: 11.6m (38.1ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 40.3m (132.2ft), Out-to-Out Width: 44.8m (147.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 79.3 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: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.12m (3.67ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $2,669,000, Roadway Improvement Cost: $1,563,000, Total Project Cost: $4,232,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 551052, Location: 5.4 MI E OF EXIT 47 90I (Lat: 43.029958, Lng: -77.860147), Route carried "on" structure: Interstate 90, Year Built: 1952, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 21,392 (year 2020), Truck Traffic: 35%, Average Future Daily Traffic: 26,239 (year 2040), Design Load: HS 25 or greater, Features Intersected: MUMFORD RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.620, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Toll: On Interstate toll segment, Owner: State Toll Authority, Approaching Roadway Width: 11.6m (38.1ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 40.3m (132.2ft), Out-to-Out Width: 44.8m (147.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 79.3 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: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.12m (3.67ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $2,669,000, Roadway Improvement Cost: $1,563,000, Total Project Cost: $4,232,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 551053, Location: 7.5 MI E OF EXIT 47 90I (Lat: 43.033269, Lng: -77.820606), Route carried "on" structure: Interstate 90, Year Built: 1952, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 21,392 (year 2020), Truck Traffic: 35%, Average Future Daily Traffic: 26,239 (year 2040), Design Load: HS 20+Mod, Features Intersected: MILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.919, Lanes on structure: 4, Base Highway Network: Yes, Toll: On Interstate toll segment, Owner: State Toll Authority, Approaching Roadway Width: 23.2m (76.1ft), Skew: 33 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft)
Condition: Channel: Good, Culverts: Fair, Operating Rating: 76.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 29.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.70m (2.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $525,000, Roadway Improvement Cost: $308,000, Total Project Cost: $833,000 ( Estimate for 2021)
Structure Number: 551053, Location: 7.5 MI E OF EXIT 47 90I (Lat: 43.033269, Lng: -77.820606), Route carried "on" structure: Interstate 90, Year Built: 1952, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 21,392 (year 2020), Truck Traffic: 35%, Average Future Daily Traffic: 26,239 (year 2040), Design Load: HS 20+Mod, Features Intersected: MILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.919, Lanes on structure: 4, Base Highway Network: Yes, Toll: On Interstate toll segment, Owner: State Toll Authority, Approaching Roadway Width: 23.2m (76.1ft), Skew: 33 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft)
Condition: Channel: Good, Culverts: Fair, Operating Rating: 76.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 29.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.70m (2.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $525,000, Roadway Improvement Cost: $308,000, Total Project Cost: $833,000 ( Estimate for 2021)
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Structure Number: 551083, Location: 3.6 MI E OF EXIT 47 90I (Lat: 43.029928, Lng: -77.894878), Route carried "on" structure: County highway , Year Built: 1952, Year Reconstructed: 1991, Status: Open, Structure Length: 6.98m (22.90ft), Average Daily Traffic: 261 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 365 (year 2037), Design Load: HS 20, Features Intersected: 90IX EB, RTE I90, Facility Carried by Structure: CR 166 BEULAH RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.623, Lanes on structure: 2, Lanes under structure: 4, Owner: State Toll Authority, Approaching Roadway Width: 10.1m (33.1ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 22.2m (72.8ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 76.2 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, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.97m (22.87ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $1,647,000, Roadway Improvement Cost: $965,000, Total Project Cost: $2,612,000 ( 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: 551083, Location: 3.6 MI E OF EXIT 47 90I (Lat: 43.029928, Lng: -77.894878), Route carried "on" structure: County highway , Year Built: 1952, Year Reconstructed: 1991, Status: Open, Structure Length: 6.98m (22.90ft), Average Daily Traffic: 261 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 365 (year 2037), Design Load: HS 20, Features Intersected: 90IX EB, RTE I90, Facility Carried by Structure: CR 166 BEULAH RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.623, Lanes on structure: 2, Lanes under structure: 4, Owner: State Toll Authority, Approaching Roadway Width: 10.1m (33.1ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 22.2m (72.8ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 76.2 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, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.97m (22.87ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $1,647,000, Roadway Improvement Cost: $965,000, Total Project Cost: $2,612,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 551084, Location: 8.8 MI E OF EXIT 47 90I (Lat: 43.029611, Lng: -77.843525), Route carried "on" structure: County highway , Year Built: 1952, Status: Open, Structure Length: 7.92m (25.98ft), Average Daily Traffic: 323 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 452 (year 2036), Features Intersected: 90IX, RTE I90, Facility Carried by Structure: WINSLOW RD CR 188
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.467, Lanes on structure: 2, Lanes under structure: 4, Owner: State Toll Authority, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 25.0m (82.0ft), Curb or Sidewalk Widths: Left: 1.1m (3.6ft), Right: 1.1m (3.6ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Poor, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 47.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.8 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, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.92m (25.98ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $1,852,000, Roadway Improvement Cost: $1,085,000, Total Project Cost: $2,937,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: 551084, Location: 8.8 MI E OF EXIT 47 90I (Lat: 43.029611, Lng: -77.843525), Route carried "on" structure: County highway , Year Built: 1952, Status: Open, Structure Length: 7.92m (25.98ft), Average Daily Traffic: 323 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 452 (year 2036), Features Intersected: 90IX, RTE I90, Facility Carried by Structure: WINSLOW RD CR 188
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.467, Lanes on structure: 2, Lanes under structure: 4, Owner: State Toll Authority, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 25.0m (82.0ft), Curb or Sidewalk Widths: Left: 1.1m (3.6ft), Right: 1.1m (3.6ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Poor, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 47.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.8 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, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.92m (25.98ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $1,852,000, Roadway Improvement Cost: $1,085,000, Total Project Cost: $2,937,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
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Structure Number: 551085, Location: 7.9 MI E OF EXIT 47 90I (Lat: 43.035942, Lng: -77.812731), Route carried "on" structure: County highway , Year Built: 1954, Year Reconstructed: 1981, Status: Open, Structure Length: 7.07m (23.20ft), Average Daily Traffic: 261 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 365 (year 2037), Design Load: HS 20+Mod, Features Intersected: 90IX, RTE I90, Facility Carried by Structure: CR 174 WHEATLAND C
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.551, Lanes on structure: 2, Lanes under structure: 4, Owner: State Toll Authority, Approaching Roadway Width: 7.6m (24.9ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 23.2m (76.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 52.2 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: 40.2 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: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.07m (23.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $1,684,000, Roadway Improvement Cost: $986,000, Total Project Cost: $2,670,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: 551085, Location: 7.9 MI E OF EXIT 47 90I (Lat: 43.035942, Lng: -77.812731), Route carried "on" structure: County highway , Year Built: 1954, Year Reconstructed: 1981, Status: Open, Structure Length: 7.07m (23.20ft), Average Daily Traffic: 261 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 365 (year 2037), Design Load: HS 20+Mod, Features Intersected: 90IX, RTE I90, Facility Carried by Structure: CR 174 WHEATLAND C
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.551, Lanes on structure: 2, Lanes under structure: 4, Owner: State Toll Authority, Approaching Roadway Width: 7.6m (24.9ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 23.2m (76.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 52.2 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: 40.2 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: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.07m (23.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $1,684,000, Roadway Improvement Cost: $986,000, Total Project Cost: $2,670,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
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Structure Number: 102376, Location: JCT RTS36+NYS THRUWAY I90 (Lat: 43.030050, Lng: -77.877172), Route carried "under" structure: Interstate 90, Year Built: 1954, Structure Length: 0. m, Average Daily Traffic: 14,200 (year 1973), Features Intersected: 90IX, RTE I90, Facility Carried by Structure: RTE 36
Minimum Vertical Clearance: 4.52m (14.83ft), Kilometerpoint: 601.975, Lanes on structure: 2, Lanes under structure: 2, Toll: On Interstate toll segment, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.6m (74.1ft)
Structure Number: 102376, Location: JCT RTS36+NYS THRUWAY I90 (Lat: 43.030050, Lng: -77.877172), Route carried "under" structure: Interstate 90, Year Built: 1954, Structure Length: 0. m, Average Daily Traffic: 14,200 (year 1973), Features Intersected: 90IX, RTE I90, Facility Carried by Structure: RTE 36
Minimum Vertical Clearance: 4.52m (14.83ft), Kilometerpoint: 601.975, Lanes on structure: 2, Lanes under structure: 2, Toll: On Interstate toll segment, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.6m (74.1ft)
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Structure Number: 551052, Location: 5.4 MI E OF EXIT 47 90I (Lat: 43.029958, Lng: -77.860147), Route carried "under" structure: County highway , Year Built: 1952, Structure Length: 0. m, Features Intersected: MUMFORD RD, Facility Carried by Structure: RTE I90
Minimum Vertical Clearance: 4.27m (14.01ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Concrete, Design/Construction: Frame, Length of Maximum Span: 9.4m (30.8ft)
Structure Number: 551052, Location: 5.4 MI E OF EXIT 47 90I (Lat: 43.029958, Lng: -77.860147), Route carried "under" structure: County highway , Year Built: 1952, Structure Length: 0. m, Features Intersected: MUMFORD RD, Facility Carried by Structure: RTE I90
Minimum Vertical Clearance: 4.27m (14.01ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Concrete, Design/Construction: Frame, Length of Maximum Span: 9.4m (30.8ft)
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Structure Number: 551083, Location: 3.6 MI E OF EXIT 47 90I (Lat: 43.029928, Lng: -77.894878), Route carried "under" structure: Interstate 90, Year Built: 1952, Structure Length: 0. m, Average Daily Traffic: 12,397 (year 1977), Features Intersected: 90IX EB, RTE I90, Facility Carried by Structure: CR 166 BEULAH RD
Minimum Vertical Clearance: 4.52m (14.83ft), Kilometerpoint: 603.423, Lanes on structure: 2, Lanes under structure: 2, Toll: On Interstate toll segment, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.2m (72.8ft)
Structure Number: 551083, Location: 3.6 MI E OF EXIT 47 90I (Lat: 43.029928, Lng: -77.894878), Route carried "under" structure: Interstate 90, Year Built: 1952, Structure Length: 0. m, Average Daily Traffic: 12,397 (year 1977), Features Intersected: 90IX EB, RTE I90, Facility Carried by Structure: CR 166 BEULAH RD
Minimum Vertical Clearance: 4.52m (14.83ft), Kilometerpoint: 603.423, Lanes on structure: 2, Lanes under structure: 2, Toll: On Interstate toll segment, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.2m (72.8ft)
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Structure Number: 551084, Location: 8.8 MI E OF EXIT 47 90I (Lat: 43.029611, Lng: -77.843525), Route carried "under" structure: Interstate 90, Year Built: 1952, Structure Length: 0. m, Average Daily Traffic: 15,060 (year 2014), Features Intersected: 90IX, RTE I90, Facility Carried by Structure: WINSLOW RD CR 188
Minimum Vertical Clearance: 4.37m (14.34ft), Kilometerpoint: 599.208, Lanes on structure: 2, Lanes under structure: 2, Toll: On Interstate toll segment, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.0m (82.0ft)
Structure Number: 551084, Location: 8.8 MI E OF EXIT 47 90I (Lat: 43.029611, Lng: -77.843525), Route carried "under" structure: Interstate 90, Year Built: 1952, Structure Length: 0. m, Average Daily Traffic: 15,060 (year 2014), Features Intersected: 90IX, RTE I90, Facility Carried by Structure: WINSLOW RD CR 188
Minimum Vertical Clearance: 4.37m (14.34ft), Kilometerpoint: 599.208, Lanes on structure: 2, Lanes under structure: 2, Toll: On Interstate toll segment, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.0m (82.0ft)
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Structure Number: 551085, Location: 7.9 MI E OF EXIT 47 90I (Lat: 43.035942, Lng: -77.812731), Route carried "under" structure: Interstate 90, Year Built: 1954, Structure Length: 0. m, Average Daily Traffic: 15,060 (year 2014), Features Intersected: 90IX, RTE I90, Facility Carried by Structure: CR 174 WHEATLAND C
Minimum Vertical Clearance: 4.39m (14.40ft), Kilometerpoint: 596.601, Lanes on structure: 2, Lanes under structure: 2, Toll: On Interstate toll segment, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.2m (76.1ft)
Structure Number: 551085, Location: 7.9 MI E OF EXIT 47 90I (Lat: 43.035942, Lng: -77.812731), Route carried "under" structure: Interstate 90, Year Built: 1954, Structure Length: 0. m, Average Daily Traffic: 15,060 (year 2014), Features Intersected: 90IX, RTE I90, Facility Carried by Structure: CR 174 WHEATLAND C
Minimum Vertical Clearance: 4.39m (14.40ft), Kilometerpoint: 596.601, Lanes on structure: 2, Lanes under structure: 2, Toll: On Interstate toll segment, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.2m (76.1ft)
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Structure Number: 704718, Location: 1.0MI W JCT RTS 383 + 251 (Lat: 43.013678, Lng: -77.773978), Route carried "under" structure: State highway 383, Year Built: 1911, Structure Length: 0. m, Average Daily Traffic: 2,958 (year 2002), Features Intersected: RTE 383, Facility Carried by Structure: ROCH & SOUTHERN
Minimum Vertical Clearance: 4.65m (15.26ft), Kilometerpoint: 7.788, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 30.7m (100.7ft)
Structure Number: 704718, Location: 1.0MI W JCT RTS 383 + 251 (Lat: 43.013678, Lng: -77.773978), Route carried "under" structure: State highway 383, Year Built: 1911, Structure Length: 0. m, Average Daily Traffic: 2,958 (year 2002), Features Intersected: RTE 383, Facility Carried by Structure: ROCH & SOUTHERN
Minimum Vertical Clearance: 4.65m (15.26ft), Kilometerpoint: 7.788, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 30.7m (100.7ft)