Bridge Statistics for Hamburg, New York (NY)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 16Number of bridges
- 164ft / 50.5mTotal length
- $46,200,000Total costs
- 154,790Total average daily traffic
- 2,836Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Hamburg
- No street view available for this location
- New bridges - historical statistics
- 31920-1929
- 11930-1939
- 11940-1949
- 61950-1959
- 21980-1989
- 22000-2009
- 12010-2019
- Reconstructed bridges - Historical Statistics
- 11980-1989
- 11990-1999
- 02000-2009
- 12010-2019
- Bridge Condition - Deck
- 20.0%Very good
- 20.0%Good
- 20.0%Satisfactory
- 10.0%Fair
- 30.0%Poor
- Bridge Condition - Superstructure
- 20.0%Very good
- 20.0%Good
- 40.0%Satisfactory
- 20.0%Fair
- Bridge Condition - Substructure
- 10.0%Very good
- 20.0%Good
- 30.0%Satisfactory
- 30.0%Fair
- 10.0%Poor
- Bridge Condition - Channel
- 14.3%Very good
- 57.1%Good
- 14.3%Satisfactory
- 14.3%Fair
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Structure Number: 102821, Location: 1.2 MILES SW OF HAMBURG (Lat: 42.706553, Lng: -78.849097), Route carried "on" structure: US 62, Year Built: 1983, Status: Open, Structure Length: 4.02m (13.19ft), Average Daily Traffic: 10,772 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 10,822 (year 2040), Design Load: HS 20, Features Intersected: EIGHTEEN MILE CRK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.265, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 39.6m (129.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 13.5m (44.3ft), Out-to-Out Width: 15.6m (51.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 53.8 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: 41.5 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: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.02m (13.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $3,733,000, Roadway Improvement Cost: $2,186,000, Total Project Cost: $5,918,000 ( 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: 102821, Location: 1.2 MILES SW OF HAMBURG (Lat: 42.706553, Lng: -78.849097), Route carried "on" structure: US 62, Year Built: 1983, Status: Open, Structure Length: 4.02m (13.19ft), Average Daily Traffic: 10,772 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 10,822 (year 2040), Design Load: HS 20, Features Intersected: EIGHTEEN MILE CRK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.265, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 39.6m (129.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 13.5m (44.3ft), Out-to-Out Width: 15.6m (51.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 53.8 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: 41.5 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: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.02m (13.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $3,733,000, Roadway Improvement Cost: $2,186,000, Total Project Cost: $5,918,000 ( 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: 102991, Location: JCT RT 75 + I-90 (Lat: 42.740425, Lng: -78.846411), Route carried "on" structure: State highway 75, Year Built: 1957, Year Reconstructed: 1999, Status: Open, Structure Length: 7.89m (25.89ft), Average Daily Traffic: 21,241 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 21,340 (year 2040), Design Load: HS 20+Mod, Features Intersected: 90IX WB, RTE I90
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.268, Lanes on structure: 4, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Toll Authority, Approaching Roadway Width: 21.3m (69.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 18.6m (61.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 17.4m (57.1ft), Out-to-Out Width: 21.0m (68.9ft)
Condition: Deck: Poor, Superstructure: Satisfactory, Substructure: Poor, Operating Rating: 80.8 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: Meets minimum limits, 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: 7.89m (25.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $6,378,000, Roadway Improvement Cost: $3,735,000, Total Project Cost: $10,113,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 102991, Location: JCT RT 75 + I-90 (Lat: 42.740425, Lng: -78.846411), Route carried "on" structure: State highway 75, Year Built: 1957, Year Reconstructed: 1999, Status: Open, Structure Length: 7.89m (25.89ft), Average Daily Traffic: 21,241 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 21,340 (year 2040), Design Load: HS 20+Mod, Features Intersected: 90IX WB, RTE I90
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.268, Lanes on structure: 4, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Toll Authority, Approaching Roadway Width: 21.3m (69.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 18.6m (61.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 17.4m (57.1ft), Out-to-Out Width: 21.0m (68.9ft)
Condition: Deck: Poor, Superstructure: Satisfactory, Substructure: Poor, Operating Rating: 80.8 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: Meets minimum limits, 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: 7.89m (25.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $6,378,000, Roadway Improvement Cost: $3,735,000, Total Project Cost: $10,113,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 104166, Location: 1.8 MI N JCT SH391 &SH219 (Lat: 42.713403, Lng: -78.808853), Route carried "on" structure: State highway 391, Year Built: 1923, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 5,835 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 6,161 (year 2040), Design Load: HS 20+Mod, Features Intersected: NEUMAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.103, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Poor, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 42.6 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 1.00m (3.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $843,000, Roadway Improvement Cost: $494,000, Total Project Cost: $1,337,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 104166, Location: 1.8 MI N JCT SH391 &SH219 (Lat: 42.713403, Lng: -78.808853), Route carried "on" structure: State highway 391, Year Built: 1923, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 5,835 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 6,161 (year 2040), Design Load: HS 20+Mod, Features Intersected: NEUMAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.103, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Poor, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 42.6 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 1.00m (3.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $843,000, Roadway Improvement Cost: $494,000, Total Project Cost: $1,337,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 221324, Location: 1.5 MI.W OF HAMBURG (Lat: 42.711633, Lng: -78.869528), Route carried "on" structure: Other road , Year Built: 1925, Year Reconstructed: 1988, Status: Open, Structure Length: 5.67m (18.60ft), Average Daily Traffic: 344 (year 2017), Truck Traffic: 1%, Average Future Daily Traffic: 482 (year 2037), Design Load: HS 20, Features Intersected: EIGHTEEN MILE CRK, Facility Carried by Structure: SOUTH CREEK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.193, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 34.1m (111.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 61.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 47.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 5.66m (18.57ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $1,570,000, Roadway Improvement Cost: $919,000, Total Project Cost: $2,489,000 ( 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: 221324, Location: 1.5 MI.W OF HAMBURG (Lat: 42.711633, Lng: -78.869528), Route carried "on" structure: Other road , Year Built: 1925, Year Reconstructed: 1988, Status: Open, Structure Length: 5.67m (18.60ft), Average Daily Traffic: 344 (year 2017), Truck Traffic: 1%, Average Future Daily Traffic: 482 (year 2037), Design Load: HS 20, Features Intersected: EIGHTEEN MILE CRK, Facility Carried by Structure: SOUTH CREEK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.193, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 34.1m (111.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 61.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 47.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 5.66m (18.57ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $1,570,000, Roadway Improvement Cost: $919,000, Total Project Cost: $2,489,000 ( 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: 332737, Location: 1.75 MI EAST OF HAMBURG (Lat: 42.722475, Lng: -78.793328), Route carried "on" structure: County highway , Year Built: 2013, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 1,595 (year 2017), Truck Traffic: 2%, Average Future Daily Traffic: 1,973 (year 2040), Design Load: HL 93, Features Intersected: NEUMAN CREEK, Facility Carried by Structure: ABBOTT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.004, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 94.9 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: 73.2 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: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.28m (4.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $752,000, Roadway Improvement Cost: $440,000, Total Project Cost: $1,193,000 ( Estimate for 2021)
Structure Number: 332737, Location: 1.75 MI EAST OF HAMBURG (Lat: 42.722475, Lng: -78.793328), Route carried "on" structure: County highway , Year Built: 2013, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 1,595 (year 2017), Truck Traffic: 2%, Average Future Daily Traffic: 1,973 (year 2040), Design Load: HL 93, Features Intersected: NEUMAN CREEK, Facility Carried by Structure: ABBOTT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.004, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 94.9 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: 73.2 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: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.28m (4.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $752,000, Roadway Improvement Cost: $440,000, Total Project Cost: $1,193,000 ( Estimate for 2021)
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Structure Number: 332747, Location: 2.1 MILES EAST OF HAMBURG (Lat: 42.720342, Lng: -78.798908), Route carried "on" structure: County highway , Year Built: 1920, Status: Posted for load-capacity, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 1,895 (year 2017), Truck Traffic: 3%, Average Future Daily Traffic: 2,344 (year 2040), Features Intersected: NEUMAN CREEK, Facility Carried by Structure: NEWTON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.883, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 6.3m (20.7ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Fair, Inventory Rating: 59.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 1.03m (3.38ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $560,000, Roadway Improvement Cost: $328,000, Total Project Cost: $887,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 332747, Location: 2.1 MILES EAST OF HAMBURG (Lat: 42.720342, Lng: -78.798908), Route carried "on" structure: County highway , Year Built: 1920, Status: Posted for load-capacity, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 1,895 (year 2017), Truck Traffic: 3%, Average Future Daily Traffic: 2,344 (year 2040), Features Intersected: NEUMAN CREEK, Facility Carried by Structure: NEWTON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.883, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 6.3m (20.7ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Fair, Inventory Rating: 59.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 1.03m (3.38ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $560,000, Roadway Improvement Cost: $328,000, Total Project Cost: $887,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 332758, Location: 1.9 MI SOUTH OF HAMBURG (Lat: 42.691172, Lng: -78.833642), Route carried "on" structure: County highway , Year Built: 1984, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 1,381 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 1,708 (year 2040), Design Load: HS 20, Features Intersected: HAMPTON BROOK, Facility Carried by Structure: EAST EDEN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.289, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.1m (33.1ft)
Condition: Channel: Good, Culverts: Fair, Operating Rating: 76.8 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 19.6 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: 1.03m (3.38ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $314,000, Roadway Improvement Cost: $184,000, Total Project Cost: $498,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 332758, Location: 1.9 MI SOUTH OF HAMBURG (Lat: 42.691172, Lng: -78.833642), Route carried "on" structure: County highway , Year Built: 1984, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 1,381 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 1,708 (year 2040), Design Load: HS 20, Features Intersected: HAMPTON BROOK, Facility Carried by Structure: EAST EDEN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.289, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.1m (33.1ft)
Condition: Channel: Good, Culverts: Fair, Operating Rating: 76.8 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 19.6 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: 1.03m (3.38ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $314,000, Roadway Improvement Cost: $184,000, Total Project Cost: $498,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 332759, Location: HAMBURG SOUTH (Lat: 42.713033, Lng: -78.829656), Route carried "on" structure: County highway , Year Built: 1931, Year Reconstructed: 2019, Status: Posted for load-capacity, Structure Length: 4.54m (14.90ft), Average Daily Traffic: 2,899 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 3,586 (year 2040), Features Intersected: EIGHTEEN MILE CRK, Facility Carried by Structure: EAST EDEN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.702, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 1, Length of Maximum Span: 32.0m (105.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 4.54m (14.90ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: October 2020, Critical Feature Inspection Date: October 2020, Bridge Improvement Cost: $3,308,000, Roadway Improvement Cost: $1,937,000, Total Project Cost: $5,244,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 332759, Location: HAMBURG SOUTH (Lat: 42.713033, Lng: -78.829656), Route carried "on" structure: County highway , Year Built: 1931, Year Reconstructed: 2019, Status: Posted for load-capacity, Structure Length: 4.54m (14.90ft), Average Daily Traffic: 2,899 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 3,586 (year 2040), Features Intersected: EIGHTEEN MILE CRK, Facility Carried by Structure: EAST EDEN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.702, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 1, Length of Maximum Span: 32.0m (105.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 4.54m (14.90ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: October 2020, Critical Feature Inspection Date: October 2020, Bridge Improvement Cost: $3,308,000, Roadway Improvement Cost: $1,937,000, Total Project Cost: $5,244,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 551245, Location: 1.5 MI SW EXIT 57 OF I90 (Lat: 42.733144, Lng: -78.863483), Route carried "on" structure: County highway , Year Built: 2002, Status: Open, Structure Length: 6.89m (22.60ft), Average Daily Traffic: 5,100 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 6,310 (year 2040), Design Load: HS 25 or greater, Features Intersected: 90IX, RTE I90, Facility Carried by Structure: CR 122 PLEASANT AV
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.209, Lanes on structure: 2, Lanes under structure: 4, Owner: State Toll Authority, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 34.1m (111.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 80.0 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: 61.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 6.88m (22.57ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $3,805,000, Roadway Improvement Cost: $2,228,000, Total Project Cost: $6,033,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Galvanized Reinforcing
Structure Number: 551245, Location: 1.5 MI SW EXIT 57 OF I90 (Lat: 42.733144, Lng: -78.863483), Route carried "on" structure: County highway , Year Built: 2002, Status: Open, Structure Length: 6.89m (22.60ft), Average Daily Traffic: 5,100 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 6,310 (year 2040), Design Load: HS 25 or greater, Features Intersected: 90IX, RTE I90, Facility Carried by Structure: CR 122 PLEASANT AV
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.209, Lanes on structure: 2, Lanes under structure: 4, Owner: State Toll Authority, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 34.1m (111.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 80.0 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: 61.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 6.88m (22.57ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $3,805,000, Roadway Improvement Cost: $2,228,000, Total Project Cost: $6,033,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Galvanized Reinforcing
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Structure Number: 551246, Location: EXIT 57 OF I90 (Lat: 42.744092, Lng: -78.839550), Route carried "on" structure: Ramp Interstate , Year Built: 1955, Status: Open, Structure Length: 8.08m (26.51ft), Average Daily Traffic: 914 (year 2016), Truck Traffic: 10%, Average Future Daily Traffic: 1,024 (year 2040), Design Load: HS 20+Mod, Features Intersected: 90IX, RTE I90, Facility Carried by Structure: 90IX EXIT 57 RAMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.885, Lanes on structure: 2, Lanes under structure: 10, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 12.2m (40.0ft), Skew: 20 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 20.4m (66.9ft), Curb-To-Curb Width: 12.5m (41.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Operating Rating: 69.9 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: 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: 8.07m (26.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $3,714,000, Roadway Improvement Cost: $2,175,000, Total Project Cost: $5,889,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 551246, Location: EXIT 57 OF I90 (Lat: 42.744092, Lng: -78.839550), Route carried "on" structure: Ramp Interstate , Year Built: 1955, Status: Open, Structure Length: 8.08m (26.51ft), Average Daily Traffic: 914 (year 2016), Truck Traffic: 10%, Average Future Daily Traffic: 1,024 (year 2040), Design Load: HS 20+Mod, Features Intersected: 90IX, RTE I90, Facility Carried by Structure: 90IX EXIT 57 RAMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.885, Lanes on structure: 2, Lanes under structure: 10, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 12.2m (40.0ft), Skew: 20 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 20.4m (66.9ft), Curb-To-Curb Width: 12.5m (41.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Operating Rating: 69.9 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: 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: 8.07m (26.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $3,714,000, Roadway Improvement Cost: $2,175,000, Total Project Cost: $5,889,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 551247, Location: 0.6 MI NE OF INT 57 (Lat: 42.751689, Lng: -78.832800), Route carried "on" structure: County highway , Year Built: 1955, Status: Open, Structure Length: 9.02m (29.59ft), Average Daily Traffic: 6,057 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 7,494 (year 2040), Design Load: HS 20+Mod, Features Intersected: 90 IX, RTE I90, Facility Carried by Structure: SOWLES RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.866, Lanes on structure: 2, Lanes under structure: 4, Owner: State Toll Authority, Approaching Roadway Width: 13.1m (43.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 25.0m (82.0ft), Curb or Sidewalk Widths: Left: 0.8m (2.6ft), Right: 0.8m (2.6ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Poor, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 9.02m (29.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $4,162,000, Roadway Improvement Cost: $2,437,000, Total Project Cost: $6,599,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 551247, Location: 0.6 MI NE OF INT 57 (Lat: 42.751689, Lng: -78.832800), Route carried "on" structure: County highway , Year Built: 1955, Status: Open, Structure Length: 9.02m (29.59ft), Average Daily Traffic: 6,057 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 7,494 (year 2040), Design Load: HS 20+Mod, Features Intersected: 90 IX, RTE I90, Facility Carried by Structure: SOWLES RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.866, Lanes on structure: 2, Lanes under structure: 4, Owner: State Toll Authority, Approaching Roadway Width: 13.1m (43.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 25.0m (82.0ft), Curb or Sidewalk Widths: Left: 0.8m (2.6ft), Right: 0.8m (2.6ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Poor, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 9.02m (29.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $4,162,000, Roadway Improvement Cost: $2,437,000, Total Project Cost: $6,599,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 102991, Location: JCT RT 75 + I-90 (Lat: 42.740425, Lng: -78.846411), Route carried "under" structure: Interstate 90, Year Built: 1957, Structure Length: 0. m, Average Daily Traffic: 20,300 (year 1973), Features Intersected: 90IX WB, RTE I90, Facility Carried by Structure: RTE 75
Minimum Vertical Clearance: 4.47m (14.67ft), Kilometerpoint: 702.570, Lanes on structure: 4, Lanes under structure: 2, Toll: On Interstate toll segment, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.6m (61.0ft)
Structure Number: 102991, Location: JCT RT 75 + I-90 (Lat: 42.740425, Lng: -78.846411), Route carried "under" structure: Interstate 90, Year Built: 1957, Structure Length: 0. m, Average Daily Traffic: 20,300 (year 1973), Features Intersected: 90IX WB, RTE I90, Facility Carried by Structure: RTE 75
Minimum Vertical Clearance: 4.47m (14.67ft), Kilometerpoint: 702.570, Lanes on structure: 4, Lanes under structure: 2, Toll: On Interstate toll segment, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.6m (61.0ft)
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Structure Number: 551245, Location: 1.5 MI SW EXIT 57 OF I90 (Lat: 42.733144, Lng: -78.863483), Route carried "under" structure: Interstate 90, Year Built: 2002, Structure Length: 0. m, Average Daily Traffic: 14,600 (year 1977), Features Intersected: 90IX, RTE I90, Facility Carried by Structure: CR 122 PLEASANT AV
Minimum Vertical Clearance: 4.70m (15.42ft), Kilometerpoint: 704.195, Lanes on structure: 2, Lanes under structure: 2, Toll: On Interstate toll segment, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 34.1m (111.9ft)
Structure Number: 551245, Location: 1.5 MI SW EXIT 57 OF I90 (Lat: 42.733144, Lng: -78.863483), Route carried "under" structure: Interstate 90, Year Built: 2002, Structure Length: 0. m, Average Daily Traffic: 14,600 (year 1977), Features Intersected: 90IX, RTE I90, Facility Carried by Structure: CR 122 PLEASANT AV
Minimum Vertical Clearance: 4.70m (15.42ft), Kilometerpoint: 704.195, Lanes on structure: 2, Lanes under structure: 2, Toll: On Interstate toll segment, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 34.1m (111.9ft)
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Structure Number: 551246, Location: EXIT 57 OF I90 (Lat: 42.744092, Lng: -78.839550), Route carried "under" structure: Interstate 90, Year Built: 1955, Structure Length: 0. m, Average Daily Traffic: 16,931 (year 2000), Features Intersected: 90IX, RTE I90
Minimum Vertical Clearance: 4.90m (16.08ft), Kilometerpoint: 701.878, Lanes on structure: 2, Lanes under structure: 5, Toll: On Interstate toll segment, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.4m (66.9ft)
Structure Number: 551246, Location: EXIT 57 OF I90 (Lat: 42.744092, Lng: -78.839550), Route carried "under" structure: Interstate 90, Year Built: 1955, Structure Length: 0. m, Average Daily Traffic: 16,931 (year 2000), Features Intersected: 90IX, RTE I90
Minimum Vertical Clearance: 4.90m (16.08ft), Kilometerpoint: 701.878, Lanes on structure: 2, Lanes under structure: 5, Toll: On Interstate toll segment, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.4m (66.9ft)
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Structure Number: 551247, Location: 0.6 MI NE OF INT 57 (Lat: 42.751689, Lng: -78.832800), Route carried "under" structure: Interstate 90, Year Built: 1955, Structure Length: 0. m, Average Daily Traffic: 19,800 (year 1977), Features Intersected: 90 IX, RTE I90, Facility Carried by Structure: SOWLES RD
Minimum Vertical Clearance: 4.47m (14.67ft), Kilometerpoint: 700.880, 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: 551247, Location: 0.6 MI NE OF INT 57 (Lat: 42.751689, Lng: -78.832800), Route carried "under" structure: Interstate 90, Year Built: 1955, Structure Length: 0. m, Average Daily Traffic: 19,800 (year 1977), Features Intersected: 90 IX, RTE I90, Facility Carried by Structure: SOWLES RD
Minimum Vertical Clearance: 4.47m (14.67ft), Kilometerpoint: 700.880, 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: 70299, Location: 0.9 MI SE JCT RT 75 + I90 (Lat: 42.731836, Lng: -78.835514), Route carried "under" structure: State highway 75, Year Built: 1941, Structure Length: 0. m, Average Daily Traffic: 25,126 (year 1999), Features Intersected: RTE 75, Facility Carried by Structure: BUFFALO SOUTHERN
Minimum Vertical Clearance: 4.44m (14.57ft), Kilometerpoint: 27.997, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 24.0m (78.7ft)
Structure Number: 70299, Location: 0.9 MI SE JCT RT 75 + I90 (Lat: 42.731836, Lng: -78.835514), Route carried "under" structure: State highway 75, Year Built: 1941, Structure Length: 0. m, Average Daily Traffic: 25,126 (year 1999), Features Intersected: RTE 75, Facility Carried by Structure: BUFFALO SOUTHERN
Minimum Vertical Clearance: 4.44m (14.57ft), Kilometerpoint: 27.997, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 24.0m (78.7ft)