Bridge Statistics for Binghamton, New York (NY)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 107Number of bridges
- 1,627ft / 496mTotal length
- $323,937,000Total costs
- 980,829Total average daily traffic
- 69,340Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Binghamton
- No street view available for this location
- New bridges - historical statistics
- 31900-1909
- 61910-1919
- 21920-1929
- 141930-1939
- 101950-1959
- 211960-1969
- 81970-1979
- 51980-1989
- 71990-1999
- 22000-2009
- 292010-2019
- Reconstructed bridges - Historical Statistics
- 11960-1969
- 01970-1979
- 71980-1989
- 21990-1999
- 32000-2009
- 22010-2019
- 12020-2022
- Bridge Condition - Deck
- 31.0%Excellent
- 14.3%Very good
- 26.2%Good
- 14.3%Satisfactory
- 14.3%Fair
- Bridge Condition - Superstructure
- 36.4%Excellent
- 6.8%Very good
- 27.3%Good
- 20.5%Satisfactory
- 9.1%Fair
- Bridge Condition - Substructure
- 27.3%Excellent
- 15.9%Very good
- 15.9%Good
- 27.3%Satisfactory
- 11.4%Fair
- 2.3%Poor
- Bridge Condition - Channel
- 42.9%Very good
- 32.1%Good
- 14.3%Satisfactory
- 10.7%Fair
- Bridge Condition - Culverts
- 83.3%Good
- 16.7%Satisfactory
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Structure Number: 222619, Location: 2.1 MI E JCT SH 434 & SH7 (Lat: 42.100653, Lng: -75.871839), Route carried "on" structure: State highway 7, Year Built: 1993, Status: Open, Structure Length: 9.39m (30.81ft), Average Daily Traffic: 9,082 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 11,032 (year 2040), Design Load: HS 20, Features Intersected: DELAWARE & HUDSON RAILRO
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.964, Lanes on structure: 2, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 40.8m (133.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.5m (37.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 82.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.38m (30.77ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $2,584,000, Roadway Improvement Cost: $1,513,000, Total Project Cost: $4,097,000 ( 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: 222619, Location: 2.1 MI E JCT SH 434 & SH7 (Lat: 42.100653, Lng: -75.871839), Route carried "on" structure: State highway 7, Year Built: 1993, Status: Open, Structure Length: 9.39m (30.81ft), Average Daily Traffic: 9,082 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 11,032 (year 2040), Design Load: HS 20, Features Intersected: DELAWARE & HUDSON RAILRO
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.964, Lanes on structure: 2, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 40.8m (133.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.5m (37.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 82.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.38m (30.77ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $2,584,000, Roadway Improvement Cost: $1,513,000, Total Project Cost: $4,097,000 ( 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: 22262, Location: CITY OF BINGHAMTON (Lat: 42.083397, Lng: -75.915758), Route carried "on" structure: City street , Year Built: 1985, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 1,041 (year 2017), Truck Traffic: 3%, Average Future Daily Traffic: 1,457 (year 2037), Features Intersected: PARK CREEK, Facility Carried by Structure: MORRIS STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.080, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 5.6m (18.4ft), Skew: 4 degrees, Material/Design: Aluminum, Iron, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 5.6m (18.4ft), Out-to-Out Width: 18.3m (60.0ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 77.7 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: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.76m (2.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $247,000, Roadway Improvement Cost: $144,000, Total Project Cost: $391,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 22262, Location: CITY OF BINGHAMTON (Lat: 42.083397, Lng: -75.915758), Route carried "on" structure: City street , Year Built: 1985, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 1,041 (year 2017), Truck Traffic: 3%, Average Future Daily Traffic: 1,457 (year 2037), Features Intersected: PARK CREEK, Facility Carried by Structure: MORRIS STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.080, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 5.6m (18.4ft), Skew: 4 degrees, Material/Design: Aluminum, Iron, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 5.6m (18.4ft), Out-to-Out Width: 18.3m (60.0ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 77.7 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: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.76m (2.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $247,000, Roadway Improvement Cost: $144,000, Total Project Cost: $391,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 222621, Location: CROSS STREET (Lat: 42.081803, Lng: -75.915908), Route carried "on" structure: City street , Year Built: 1986, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 668 (year 2017), Truck Traffic: 2%, Average Future Daily Traffic: 935 (year 2037), Features Intersected: PARK CREEK, Facility Carried by Structure: CROSS STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.032, Lanes on structure: 1, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.7m (31.8ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 0.0m, Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 21.5m (70.5ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 79.5 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: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.00m (3.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $383,000, Roadway Improvement Cost: $224,000, Total Project Cost: $607,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 222621, Location: CROSS STREET (Lat: 42.081803, Lng: -75.915908), Route carried "on" structure: City street , Year Built: 1986, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 668 (year 2017), Truck Traffic: 2%, Average Future Daily Traffic: 935 (year 2037), Features Intersected: PARK CREEK, Facility Carried by Structure: CROSS STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.032, Lanes on structure: 1, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.7m (31.8ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 0.0m, Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 21.5m (70.5ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 79.5 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: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.00m (3.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $383,000, Roadway Improvement Cost: $224,000, Total Project Cost: $607,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 222622, Location: CITY OF BINGHAMTON (Lat: 42.080803, Lng: -75.916283), Route carried "on" structure: City street , Year Built: 1991, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 634 (year 2017), Truck Traffic: 3%, Average Future Daily Traffic: 888 (year 2037), Design Load: HS 25 or greater, Features Intersected: PARK CREEK, Facility Carried by Structure: HOTCHKISS STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.515, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 0.9m (3.0ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 93.4 metric tons, Method Used To Determine Operating Rating: Load Testing, Inventory Rating: 55.3 metric tons, Method Used To Determine Inventory Rating: Load Testing, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 0.91m (2.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $353,000, Roadway Improvement Cost: $207,000, Total Project Cost: $559,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: 222622, Location: CITY OF BINGHAMTON (Lat: 42.080803, Lng: -75.916283), Route carried "on" structure: City street , Year Built: 1991, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 634 (year 2017), Truck Traffic: 3%, Average Future Daily Traffic: 888 (year 2037), Design Load: HS 25 or greater, Features Intersected: PARK CREEK, Facility Carried by Structure: HOTCHKISS STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.515, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 0.9m (3.0ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 93.4 metric tons, Method Used To Determine Operating Rating: Load Testing, Inventory Rating: 55.3 metric tons, Method Used To Determine Inventory Rating: Load Testing, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 0.91m (2.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $353,000, Roadway Improvement Cost: $207,000, Total Project Cost: $559,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
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Structure Number: 222623, Location: CITY OF BINGHAMTON (Lat: 42.078578, Lng: -75.915814), Route carried "on" structure: City street , Year Built: 1974, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 62 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 87 (year 2038), Features Intersected: PARK CREEK, Facility Carried by Structure: BROOK AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.241, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb or Sidewalk Widths: Left: 2.7m (8.9ft), Right: 2.7m (8.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 15.2m (49.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Fair, Inventory Rating: 60.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.79m (2.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $641,000, Roadway Improvement Cost: $376,000, Total Project Cost: $1,017,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 222623, Location: CITY OF BINGHAMTON (Lat: 42.078578, Lng: -75.915814), Route carried "on" structure: City street , Year Built: 1974, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 62 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 87 (year 2038), Features Intersected: PARK CREEK, Facility Carried by Structure: BROOK AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.241, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb or Sidewalk Widths: Left: 2.7m (8.9ft), Right: 2.7m (8.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 15.2m (49.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Fair, Inventory Rating: 60.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.79m (2.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $641,000, Roadway Improvement Cost: $376,000, Total Project Cost: $1,017,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 222626, Location: CITY OF BINGHAMTON (Lat: 42.097678, Lng: -75.889472), Route carried "on" structure: Other road , Year Built: 1972, Year Reconstructed: 2020, Status: Open, Structure Length: 1.80m (5.91ft), Average Daily Traffic: 2,798 (year 2017), Truck Traffic: 2%, Average Future Daily Traffic: 3,917 (year 2037), Design Load: HL 93, Features Intersected: PIERCE CREEK, Facility Carried by Structure: BELDEN STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.756, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.8m (55.1ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Very good, Channel: Very good, Operating Rating: 84.6 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 desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.79m (5.87ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $719,000, Roadway Improvement Cost: $421,000, Total Project Cost: $1,140,000 ( 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: 222626, Location: CITY OF BINGHAMTON (Lat: 42.097678, Lng: -75.889472), Route carried "on" structure: Other road , Year Built: 1972, Year Reconstructed: 2020, Status: Open, Structure Length: 1.80m (5.91ft), Average Daily Traffic: 2,798 (year 2017), Truck Traffic: 2%, Average Future Daily Traffic: 3,917 (year 2037), Design Load: HL 93, Features Intersected: PIERCE CREEK, Facility Carried by Structure: BELDEN STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.756, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.8m (55.1ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Very good, Channel: Very good, Operating Rating: 84.6 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 desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.79m (5.87ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $719,000, Roadway Improvement Cost: $421,000, Total Project Cost: $1,140,000 ( 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: 334906, Location: 4 MILES S OF BINGHAMTON (Lat: 42.018806, Lng: -75.914350), Route carried "on" structure: County highway , Year Built: 1960, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 1,103 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 1,544 (year 2037), Design Load: H 20, Features Intersected: TRIB W FORK LITTLE SNAKE, Facility Carried by Structure: SADDLEMIRE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.145, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.7m (5.6ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Inventory Rating: 61.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.76m (2.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $324,000, Roadway Improvement Cost: $190,000, Total Project Cost: $514,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: 334906, Location: 4 MILES S OF BINGHAMTON (Lat: 42.018806, Lng: -75.914350), Route carried "on" structure: County highway , Year Built: 1960, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 1,103 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 1,544 (year 2037), Design Load: H 20, Features Intersected: TRIB W FORK LITTLE SNAKE, Facility Carried by Structure: SADDLEMIRE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.145, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.7m (5.6ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Inventory Rating: 61.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.76m (2.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $324,000, Roadway Improvement Cost: $190,000, Total Project Cost: $514,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
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Structure Number: 334907, Location: 7 MI E OF VESTAL CENTER (Lat: 42.027039, Lng: -75.892019), Route carried "on" structure: County highway , Year Built: 1953, Status: Open, Structure Length: 1.49m (4.89ft), Average Daily Traffic: 463 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 648 (year 2037), Design Load: H 20, Features Intersected: W FK LIT SNAKE CK, Facility Carried by Structure: SADDLEMIRE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.365, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.3m (46.9ft), Curb-To-Curb Width: 6.6m (21.7ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: 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: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.49m (4.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $432,000, Roadway Improvement Cost: $253,000, Total Project Cost: $685,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: 334907, Location: 7 MI E OF VESTAL CENTER (Lat: 42.027039, Lng: -75.892019), Route carried "on" structure: County highway , Year Built: 1953, Status: Open, Structure Length: 1.49m (4.89ft), Average Daily Traffic: 463 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 648 (year 2037), Design Load: H 20, Features Intersected: W FK LIT SNAKE CK, Facility Carried by Structure: SADDLEMIRE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.365, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.3m (46.9ft), Curb-To-Curb Width: 6.6m (21.7ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: 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: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.49m (4.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $432,000, Roadway Improvement Cost: $253,000, Total Project Cost: $685,000 ( 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: 334908, Location: 5 MI SOUTH OF BINGHAMTON (Lat: 42.016658, Lng: -75.916767), Route carried "on" structure: Alternate County highway , Year Built: 1983, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 2,227 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 2,323 (year 2040), Features Intersected: TRIB W FRK LITTLE SNAKE, Facility Carried by Structure: HAWLEYTON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.763, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 78.2 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: Better than present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.94m (3.08ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $112,000, Roadway Improvement Cost: $66,000, Total Project Cost: $178,000 ( Estimate for 2021)
Structure Number: 334908, Location: 5 MI SOUTH OF BINGHAMTON (Lat: 42.016658, Lng: -75.916767), Route carried "on" structure: Alternate County highway , Year Built: 1983, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 2,227 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 2,323 (year 2040), Features Intersected: TRIB W FRK LITTLE SNAKE, Facility Carried by Structure: HAWLEYTON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.763, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 78.2 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: Better than present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.94m (3.08ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $112,000, Roadway Improvement Cost: $66,000, Total Project Cost: $178,000 ( Estimate for 2021)
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Structure Number: 334909, Location: 1 MI S OF BINGHAMTON (Lat: 42.079553, Lng: -75.880061), Route carried "on" structure: Other road , Year Built: 2007, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 38 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 53 (year 2039), Features Intersected: PIERCE CREEK, Facility Carried by Structure: HAND ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.032, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 1 degrees, Material/Design: Aluminum, Iron, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 85.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 1.00m (3.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $98,000, Roadway Improvement Cost: $57,000, Total Project Cost: $155,000 ( Estimate for 2021)
Structure Number: 334909, Location: 1 MI S OF BINGHAMTON (Lat: 42.079553, Lng: -75.880061), Route carried "on" structure: Other road , Year Built: 2007, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 38 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 53 (year 2039), Features Intersected: PIERCE CREEK, Facility Carried by Structure: HAND ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.032, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 1 degrees, Material/Design: Aluminum, Iron, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 85.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 1.00m (3.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $98,000, Roadway Improvement Cost: $57,000, Total Project Cost: $155,000 ( Estimate for 2021)
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Structure Number: 33491, Location: 1 MILE S OF BINGHAMTON (Lat: 42.067058, Lng: -75.874622), Route carried "on" structure: County highway , Year Built: 1985, Status: Open, Structure Length: 1.77m (5.81ft), Average Daily Traffic: 1,355 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 1,676 (year 2040), Design Load: HS 20, Features Intersected: PIERCE CREEK, Facility Carried by Structure: PIERCE CREEK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.114, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.7m (54.8ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 85.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.76m (5.77ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $585,000, Roadway Improvement Cost: $343,000, Total Project Cost: $928,000 ( 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: 33491, Location: 1 MILE S OF BINGHAMTON (Lat: 42.067058, Lng: -75.874622), Route carried "on" structure: County highway , Year Built: 1985, Status: Open, Structure Length: 1.77m (5.81ft), Average Daily Traffic: 1,355 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 1,676 (year 2040), Design Load: HS 20, Features Intersected: PIERCE CREEK, Facility Carried by Structure: PIERCE CREEK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.114, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.7m (54.8ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 85.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.76m (5.77ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $585,000, Roadway Improvement Cost: $343,000, Total Project Cost: $928,000 ( 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: 33493, Location: CITY OF BINGHAMTON (Lat: 42.119489, Lng: -75.903989), Route carried "on" structure: County highway , Year Built: 1964, Year Reconstructed: 2008, Status: Open, Structure Length: 20.48m (67.19ft), Average Daily Traffic: 10,417 (year 2017), Truck Traffic: 4%, Average Future Daily Traffic: 12,654 (year 2040), Design Load: HS 20, Features Intersected: CHENANGO RIVER, Facility Carried by Structure: BEVIER STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Owner: County Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 40.8m (133.9ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 17.5m (57.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 60.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 20.48m (67.19ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: July 2020, Underwater Inspection Date: August 2019, Bridge Improvement Cost: $7,786,000, Roadway Improvement Cost: $4,560,000, Total Project Cost: $12,346,000 ( 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: 33493, Location: CITY OF BINGHAMTON (Lat: 42.119489, Lng: -75.903989), Route carried "on" structure: County highway , Year Built: 1964, Year Reconstructed: 2008, Status: Open, Structure Length: 20.48m (67.19ft), Average Daily Traffic: 10,417 (year 2017), Truck Traffic: 4%, Average Future Daily Traffic: 12,654 (year 2040), Design Load: HS 20, Features Intersected: CHENANGO RIVER, Facility Carried by Structure: BEVIER STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Owner: County Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 40.8m (133.9ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 17.5m (57.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 60.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 20.48m (67.19ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: July 2020, Underwater Inspection Date: August 2019, Bridge Improvement Cost: $7,786,000, Roadway Improvement Cost: $4,560,000, Total Project Cost: $12,346,000 ( 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: 336036, Location: 6 MI E OF VESTAL CENTER (Lat: 42.020983, Lng: -75.915314), Route carried "on" structure: County highway , Year Built: 1978, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 2,184 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 2,278 (year 2040), Features Intersected: W FRK LITTLE SNAKE CREEK, Facility Carried by Structure: HAWLEYTON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.264, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 77.7 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: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.76m (2.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $144,000, Roadway Improvement Cost: $84,000, Total Project Cost: $228,000 ( Estimate for 2021)
Structure Number: 336036, Location: 6 MI E OF VESTAL CENTER (Lat: 42.020983, Lng: -75.915314), Route carried "on" structure: County highway , Year Built: 1978, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 2,184 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 2,278 (year 2040), Features Intersected: W FRK LITTLE SNAKE CREEK, Facility Carried by Structure: HAWLEYTON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.264, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 77.7 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: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.76m (2.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $144,000, Roadway Improvement Cost: $84,000, Total Project Cost: $228,000 ( Estimate for 2021)
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Structure Number: 337001, Location: 2 MILES S OF BINGHAMTON (Lat: 42.063678, Lng: -75.880208), Route carried "on" structure: County highway , Year Built: 1998, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 1,804 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 2,526 (year 2038), Design Load: HS 25 or greater, Features Intersected: PIERCE CREEK, Facility Carried by Structure: CR 141
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.551, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 81.6 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: Better than present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.67m (2.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $123,000, Roadway Improvement Cost: $72,000, Total Project Cost: $195,000 ( Estimate for 2021)
Structure Number: 337001, Location: 2 MILES S OF BINGHAMTON (Lat: 42.063678, Lng: -75.880208), Route carried "on" structure: County highway , Year Built: 1998, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 1,804 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 2,526 (year 2038), Design Load: HS 25 or greater, Features Intersected: PIERCE CREEK, Facility Carried by Structure: CR 141
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.551, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 81.6 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: Better than present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.67m (2.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $123,000, Roadway Improvement Cost: $72,000, Total Project Cost: $195,000 ( Estimate for 2021)
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Structure Number: 100367, Location: 0.3 MI S JCT RTS 363 + 7 (Lat: 42.107964, Lng: -75.898833), Route carried "under" structure: Ramp State highway , Year Built: 1965, Structure Length: 0. m, Average Daily Traffic: 9,600 (year 1972), Features Intersected: ROUTE 7 RAMP, Facility Carried by Structure: RTE 363
Minimum Vertical Clearance: 4.47m (14.67ft), Kilometerpoint: 4.570, Lanes on structure: 4, Lanes under structure: 1, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 13.4m (44.0ft)
Structure Number: 100367, Location: 0.3 MI S JCT RTS 363 + 7 (Lat: 42.107964, Lng: -75.898833), Route carried "under" structure: Ramp State highway , Year Built: 1965, Structure Length: 0. m, Average Daily Traffic: 9,600 (year 1972), Features Intersected: ROUTE 7 RAMP, Facility Carried by Structure: RTE 363
Minimum Vertical Clearance: 4.47m (14.67ft), Kilometerpoint: 4.570, Lanes on structure: 4, Lanes under structure: 1, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 13.4m (44.0ft)
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Structure Number: 1003681, Location: 0.3 MI N JCT RTS 7 & I-81 (Lat: 42.118997, Lng: -75.895242), Route carried "under" structure: Bypass City street , Year Built: 1994, Structure Length: 0. m, Average Daily Traffic: 2,371 (year 2019), Truck Traffic: 5%, Features Intersected: BEVIER STREET, Facility Carried by Structure: RTE 7
Minimum Vertical Clearance: 4.52m (14.83ft), Kilometerpoint: 0.708, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 28.6m (93.8ft)
Structure Number: 1003681, Location: 0.3 MI N JCT RTS 7 & I-81 (Lat: 42.118997, Lng: -75.895242), Route carried "under" structure: Bypass City street , Year Built: 1994, Structure Length: 0. m, Average Daily Traffic: 2,371 (year 2019), Truck Traffic: 5%, Features Intersected: BEVIER STREET, Facility Carried by Structure: RTE 7
Minimum Vertical Clearance: 4.52m (14.83ft), Kilometerpoint: 0.708, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 28.6m (93.8ft)
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Structure Number: 1003682, Location: 0.3 MI N JCT RTS 7 & I-81 (Lat: 42.119003, Lng: -75.895064), Route carried "under" structure: Bypass City street , Year Built: 1994, Structure Length: 0. m, Average Daily Traffic: 2,371 (year 2019), Truck Traffic: 5%, Features Intersected: BEVIER STREET, Facility Carried by Structure: RTE 7
Minimum Vertical Clearance: 4.55m (14.93ft), Kilometerpoint: 0.772, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 28.6m (93.8ft)
Structure Number: 1003682, Location: 0.3 MI N JCT RTS 7 & I-81 (Lat: 42.119003, Lng: -75.895064), Route carried "under" structure: Bypass City street , Year Built: 1994, Structure Length: 0. m, Average Daily Traffic: 2,371 (year 2019), Truck Traffic: 5%, Features Intersected: BEVIER STREET, Facility Carried by Structure: RTE 7
Minimum Vertical Clearance: 4.55m (14.93ft), Kilometerpoint: 0.772, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 28.6m (93.8ft)
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Structure Number: 1008169, Location: JCT RTS 363 + 11 (Lat: 42.101764, Lng: -75.899956), Route carried "under" structure: US 11, Year Built: 1965, Structure Length: 0. m, Average Daily Traffic: 9,250 (year 1972), Features Intersected: ELDREDGE STREET, PINE ST, Facility Carried by Structure: RTE 363
Minimum Vertical Clearance: 4.83m (15.85ft), Kilometerpoint: 18.890, Lanes on structure: 4, Lanes under structure: 5, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 35.0m (114.8ft)
Structure Number: 1008169, Location: JCT RTS 363 + 11 (Lat: 42.101764, Lng: -75.899956), Route carried "under" structure: US 11, Year Built: 1965, Structure Length: 0. m, Average Daily Traffic: 9,250 (year 1972), Features Intersected: ELDREDGE STREET, PINE ST, Facility Carried by Structure: RTE 363
Minimum Vertical Clearance: 4.83m (15.85ft), Kilometerpoint: 18.890, Lanes on structure: 4, Lanes under structure: 5, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 35.0m (114.8ft)
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Structure Number: 1008169, Location: JCT RTS 363 + 11 (Lat: 42.101764, Lng: -75.899956), Route carried "under" structure: City street , Year Built: 1965, Structure Length: 0. m, Features Intersected: ELDREDGE STREET, PINE ST, Facility Carried by Structure: RTE 363
Minimum Vertical Clearance: 6.15m (20.18ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 35.0m (114.8ft)
Structure Number: 1008169, Location: JCT RTS 363 + 11 (Lat: 42.101764, Lng: -75.899956), Route carried "under" structure: City street , Year Built: 1965, Structure Length: 0. m, Features Intersected: ELDREDGE STREET, PINE ST, Facility Carried by Structure: RTE 363
Minimum Vertical Clearance: 6.15m (20.18ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 35.0m (114.8ft)
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Structure Number: 101301, Location: 0.4 MI SW JCT RTS 434+363 (Lat: 42.089781, Lng: -75.916256), Route carried "under" structure: State highway 434, Year Built: 1954, Structure Length: 0. m, Average Daily Traffic: 20,800 (year 1981), Features Intersected: 434 434 91012018 EB, Ped, Facility Carried by Structure: PENNSYLVANIA AVE
Minimum Vertical Clearance: 4.47m (14.67ft), Kilometerpoint: 2.880, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.2m (95.8ft)
Structure Number: 101301, Location: 0.4 MI SW JCT RTS 434+363 (Lat: 42.089781, Lng: -75.916256), Route carried "under" structure: State highway 434, Year Built: 1954, Structure Length: 0. m, Average Daily Traffic: 20,800 (year 1981), Features Intersected: 434 434 91012018 EB, Ped, Facility Carried by Structure: PENNSYLVANIA AVE
Minimum Vertical Clearance: 4.47m (14.67ft), Kilometerpoint: 2.880, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.2m (95.8ft)
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Structure Number: 1013021, Location: JCT RTE 434 & SUSQUEHANNA (Lat: 42.092267, Lng: -75.911342), Route carried "under" structure: Business City street , Year Built: 1956, Structure Length: 0. m, Average Daily Traffic: 2,752 (year 2020), Truck Traffic: 7%, Features Intersected: RTE 363, SUSQUEHANNA RIV, Facility Carried by Structure: RTE 434
Minimum Vertical Clearance: 4.87m (15.98ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 3, Material/Design: Steel continuous, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 62.1m (203.7ft)
Structure Number: 1013021, Location: JCT RTE 434 & SUSQUEHANNA (Lat: 42.092267, Lng: -75.911342), Route carried "under" structure: Business City street , Year Built: 1956, Structure Length: 0. m, Average Daily Traffic: 2,752 (year 2020), Truck Traffic: 7%, Features Intersected: RTE 363, SUSQUEHANNA RIV, Facility Carried by Structure: RTE 434
Minimum Vertical Clearance: 4.87m (15.98ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 3, Material/Design: Steel continuous, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 62.1m (203.7ft)
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Structure Number: 1013021, Location: JCT RTE 434 & SUSQUEHANNA (Lat: 42.092267, Lng: -75.911342), Route carried "under" structure: State highway 363, Year Built: 1956, Structure Length: 0. m, Average Daily Traffic: 22,600 (year 1978), Features Intersected: RTE 363, SUSQUEHANNA RIV, Facility Carried by Structure: RTE 434
Minimum Vertical Clearance: 4.95m (16.24ft), Kilometerpoint: 0.241, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 62.1m (203.7ft)
Structure Number: 1013021, Location: JCT RTE 434 & SUSQUEHANNA (Lat: 42.092267, Lng: -75.911342), Route carried "under" structure: State highway 363, Year Built: 1956, Structure Length: 0. m, Average Daily Traffic: 22,600 (year 1978), Features Intersected: RTE 363, SUSQUEHANNA RIV, Facility Carried by Structure: RTE 434
Minimum Vertical Clearance: 4.95m (16.24ft), Kilometerpoint: 0.241, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 62.1m (203.7ft)
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Structure Number: 1013022, Location: JCT RTE 434 & SUSQUEHANNA (Lat: 42.092644, Lng: -75.911250), Route carried "under" structure: Business City street , Year Built: 1956, Structure Length: 0. m, Average Daily Traffic: 8,930 (year 2012), Truck Traffic: 6%, Features Intersected: RTE 363, SUSQUEHANNA RIV, Facility Carried by Structure: RTE 434
Minimum Vertical Clearance: 4.97m (16.31ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 3, Material/Design: Steel continuous, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 62.1m (203.7ft)
Structure Number: 1013022, Location: JCT RTE 434 & SUSQUEHANNA (Lat: 42.092644, Lng: -75.911250), Route carried "under" structure: Business City street , Year Built: 1956, Structure Length: 0. m, Average Daily Traffic: 8,930 (year 2012), Truck Traffic: 6%, Features Intersected: RTE 363, SUSQUEHANNA RIV, Facility Carried by Structure: RTE 434
Minimum Vertical Clearance: 4.97m (16.31ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 3, Material/Design: Steel continuous, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 62.1m (203.7ft)
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Structure Number: 1013022, Location: JCT RTE 434 & SUSQUEHANNA (Lat: 42.092644, Lng: -75.911250), Route carried "under" structure: State highway 363, Year Built: 1956, Structure Length: 0. m, Average Daily Traffic: 22,600 (year 1978), Features Intersected: RTE 363, SUSQUEHANNA RIV, Facility Carried by Structure: RTE 434
Minimum Vertical Clearance: 5.05m (16.57ft), Kilometerpoint: 0.241, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 62.1m (203.7ft)
Structure Number: 1013022, Location: JCT RTE 434 & SUSQUEHANNA (Lat: 42.092644, Lng: -75.911250), Route carried "under" structure: State highway 363, Year Built: 1956, Structure Length: 0. m, Average Daily Traffic: 22,600 (year 1978), Features Intersected: RTE 363, SUSQUEHANNA RIV, Facility Carried by Structure: RTE 434
Minimum Vertical Clearance: 5.05m (16.57ft), Kilometerpoint: 0.241, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 62.1m (203.7ft)
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Structure Number: 1013039, Location: 0.2 MI E JCT RTS 363+434 (Lat: 42.094697, Lng: -75.908331), Route carried "under" structure: Business City street , Year Built: 1963, Structure Length: 0. m, Average Daily Traffic: 7,446 (year 2013), Truck Traffic: 6%, Features Intersected: EXCHANGE STREET, Facility Carried by Structure: RTE 363
Minimum Vertical Clearance: 4.78m (15.68ft), Kilometerpoint: 0.177, Lanes on structure: 4, Lanes under structure: 3, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 16.1m (52.8ft)
Structure Number: 1013039, Location: 0.2 MI E JCT RTS 363+434 (Lat: 42.094697, Lng: -75.908331), Route carried "under" structure: Business City street , Year Built: 1963, Structure Length: 0. m, Average Daily Traffic: 7,446 (year 2013), Truck Traffic: 6%, Features Intersected: EXCHANGE STREET, Facility Carried by Structure: RTE 363
Minimum Vertical Clearance: 4.78m (15.68ft), Kilometerpoint: 0.177, Lanes on structure: 4, Lanes under structure: 3, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 16.1m (52.8ft)
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Structure Number: 101304, Location: .4 MI E JCT SH 363 & SH 4 (Lat: 42.095472, Lng: -75.904806), Route carried "under" structure: State highway 363, Year Built: 1965, Structure Length: 0. m, Average Daily Traffic: 11,756 (year 2010), Features Intersected: RTE 363
Minimum Vertical Clearance: 4.62m (15.16ft), Kilometerpoint: 2.735, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 44.1m (144.7ft)
Structure Number: 101304, Location: .4 MI E JCT SH 363 & SH 4 (Lat: 42.095472, Lng: -75.904806), Route carried "under" structure: State highway 363, Year Built: 1965, Structure Length: 0. m, Average Daily Traffic: 11,756 (year 2010), Features Intersected: RTE 363
Minimum Vertical Clearance: 4.62m (15.16ft), Kilometerpoint: 2.735, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 44.1m (144.7ft)
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Structure Number: 1013059, Location: 0.3 MI S JCT RTS 363 + 7 (Lat: 42.106900, Lng: -75.899278), Route carried "under" structure: Business City street , Year Built: 1963, Structure Length: 0. m, Average Daily Traffic: 2,873 (year 2018), Truck Traffic: 5%, Features Intersected: ROBINSON STREET, Facility Carried by Structure: RTE 363
Minimum Vertical Clearance: 4.67m (15.32ft), Kilometerpoint: 0.402, Lanes on structure: 4, Lanes under structure: 3, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 17.3m (56.8ft)
Structure Number: 1013059, Location: 0.3 MI S JCT RTS 363 + 7 (Lat: 42.106900, Lng: -75.899278), Route carried "under" structure: Business City street , Year Built: 1963, Structure Length: 0. m, Average Daily Traffic: 2,873 (year 2018), Truck Traffic: 5%, Features Intersected: ROBINSON STREET, Facility Carried by Structure: RTE 363
Minimum Vertical Clearance: 4.67m (15.32ft), Kilometerpoint: 0.402, Lanes on structure: 4, Lanes under structure: 3, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 17.3m (56.8ft)
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Structure Number: 101306, Location: .3 mi E Jct Rt 7 (Lat: 42.114950, Lng: -75.902469), Route carried "under" structure: City street , Year Built: 2014, Structure Length: 0. m, Features Intersected: Chenango St, Facility Carried by Structure: RTE 81I
Minimum Vertical Clearance: 4.95m (16.24ft), Kilometerpoint: 0.000, Lanes on structure: 11, Lanes under structure: 2, Material/Design: Concrete, Design/Construction: Frame, Length of Maximum Span: 18.3m (60.0ft)
Structure Number: 101306, Location: .3 mi E Jct Rt 7 (Lat: 42.114950, Lng: -75.902469), Route carried "under" structure: City street , Year Built: 2014, Structure Length: 0. m, Features Intersected: Chenango St, Facility Carried by Structure: RTE 81I
Minimum Vertical Clearance: 4.95m (16.24ft), Kilometerpoint: 0.000, Lanes on structure: 11, Lanes under structure: 2, Material/Design: Concrete, Design/Construction: Frame, Length of Maximum Span: 18.3m (60.0ft)
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Structure Number: 101308, Location: 0.4 MI E EXIT 3 RTE I-81 (Lat: 42.114403, Lng: -75.881933), Route carried "under" structure: Interstate 81, Year Built: 1965, Structure Length: 0. m, Average Daily Traffic: 14,200 (year 1975), Features Intersected: 81I 81I91012013, RTE I81, Facility Carried by Structure: BIGELOW STREET
Minimum Vertical Clearance: 5.82m (19.09ft), Kilometerpoint: 7.997, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.5m (64.0ft)
Structure Number: 101308, Location: 0.4 MI E EXIT 3 RTE I-81 (Lat: 42.114403, Lng: -75.881933), Route carried "under" structure: Interstate 81, Year Built: 1965, Structure Length: 0. m, Average Daily Traffic: 14,200 (year 1975), Features Intersected: 81I 81I91012013, RTE I81, Facility Carried by Structure: BIGELOW STREET
Minimum Vertical Clearance: 5.82m (19.09ft), Kilometerpoint: 7.997, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.5m (64.0ft)
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Structure Number: 101309, Location: .6 MI E EXIT 3 OF I81 (Lat: 42.112953, Lng: -75.877047), Route carried "under" structure: Interstate 81, Year Built: 1965, Structure Length: 0. m, Average Daily Traffic: 27,600 (year 1972), Features Intersected: 81I 81I91012010, RTE I81, Facility Carried by Structure: FAIRVIEW AVENUE
Minimum Vertical Clearance: 5.26m (17.26ft), Kilometerpoint: 8.431, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 17.9m (58.7ft)
Structure Number: 101309, Location: .6 MI E EXIT 3 OF I81 (Lat: 42.112953, Lng: -75.877047), Route carried "under" structure: Interstate 81, Year Built: 1965, Structure Length: 0. m, Average Daily Traffic: 27,600 (year 1972), Features Intersected: 81I 81I91012010, RTE I81, Facility Carried by Structure: FAIRVIEW AVENUE
Minimum Vertical Clearance: 5.26m (17.26ft), Kilometerpoint: 8.431, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 17.9m (58.7ft)
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Structure Number: 10131, Location: 1.3 MI E EXIT 3 OF I81 (Lat: 42.109908, Lng: -75.865461), Route carried "under" structure: Interstate 81, Year Built: 1965, Structure Length: 0. m, Average Daily Traffic: 16,500 (year 1973), Features Intersected: 81I 81I91012004, RTE I81, Facility Carried by Structure: WINDY HILL ROAD
Minimum Vertical Clearance: 5.84m (19.16ft), Kilometerpoint: 17.538, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.3m (60.0ft)
Structure Number: 10131, Location: 1.3 MI E EXIT 3 OF I81 (Lat: 42.109908, Lng: -75.865461), Route carried "under" structure: Interstate 81, Year Built: 1965, Structure Length: 0. m, Average Daily Traffic: 16,500 (year 1973), Features Intersected: 81I 81I91012004, RTE I81, Facility Carried by Structure: WINDY HILL ROAD
Minimum Vertical Clearance: 5.84m (19.16ft), Kilometerpoint: 17.538, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.3m (60.0ft)
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Structure Number: 1031181, Location: JCT I81 & CHENANGO RIVER (Lat: 42.115181, Lng: -75.908378), Route carried "under" structure: Ramp US 11, Year Built: 2014, Structure Length: 0. m, Average Daily Traffic: 13,000 (year 1981), Features Intersected: 17 17 91072017, 17 17 91, Facility Carried by Structure: RTE I81
Minimum Vertical Clearance: 5.21m (17.09ft), Kilometerpoint: 22.687, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 63.7m (209.0ft)
Structure Number: 1031181, Location: JCT I81 & CHENANGO RIVER (Lat: 42.115181, Lng: -75.908378), Route carried "under" structure: Ramp US 11, Year Built: 2014, Structure Length: 0. m, Average Daily Traffic: 13,000 (year 1981), Features Intersected: 17 17 91072017, 17 17 91, Facility Carried by Structure: RTE I81
Minimum Vertical Clearance: 5.21m (17.09ft), Kilometerpoint: 22.687, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 63.7m (209.0ft)
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Structure Number: 1031181, Location: JCT I81 & CHENANGO RIVER (Lat: 42.115181, Lng: -75.908378), Route carried "under" structure: Ramp Other road , Year Built: 2014, Structure Length: 0. m, Features Intersected: 17 17 91072017, 17 17 91, Facility Carried by Structure: RTE I81
Minimum Vertical Clearance: 5.79m (19.00ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 63.7m (209.0ft)
Structure Number: 1031181, Location: JCT I81 & CHENANGO RIVER (Lat: 42.115181, Lng: -75.908378), Route carried "under" structure: Ramp Other road , Year Built: 2014, Structure Length: 0. m, Features Intersected: 17 17 91072017, 17 17 91, Facility Carried by Structure: RTE I81
Minimum Vertical Clearance: 5.79m (19.00ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 63.7m (209.0ft)
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Structure Number: 1031182, Location: JCT I81 & CHENANGO RIVER (Lat: 42.116272, Lng: -75.907922), Route carried "under" structure: US 11, Year Built: 2014, Structure Length: 0. m, Features Intersected: 17 17 9107 06D1, RTE 11,, Facility Carried by Structure: RTE I81
Minimum Vertical Clearance: 5.23m (17.16ft), Kilometerpoint: 22.848, Lanes on structure: 3, Lanes under structure: 3, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 63.7m (209.0ft)
Structure Number: 1031182, Location: JCT I81 & CHENANGO RIVER (Lat: 42.116272, Lng: -75.907922), Route carried "under" structure: US 11, Year Built: 2014, Structure Length: 0. m, Features Intersected: 17 17 9107 06D1, RTE 11,, Facility Carried by Structure: RTE I81
Minimum Vertical Clearance: 5.23m (17.16ft), Kilometerpoint: 22.848, Lanes on structure: 3, Lanes under structure: 3, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 63.7m (209.0ft)
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Structure Number: 103118A, Location: JCT I81 & CHENANGO RIVER (Lat: 42.114467, Lng: -75.908697), Route carried "under" structure: State highway 11, Year Built: 2014, Structure Length: 0. m, Average Daily Traffic: 12,417 (year 1987), Features Intersected: RTE 11, CHENANGO RIVER, Facility Carried by Structure: RTE 17
Minimum Vertical Clearance: 15.00m (49.21ft), Kilometerpoint: 7.401, Lanes on structure: 1, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 68.4m (224.4ft)
Structure Number: 103118A, Location: JCT I81 & CHENANGO RIVER (Lat: 42.114467, Lng: -75.908697), Route carried "under" structure: State highway 11, Year Built: 2014, Structure Length: 0. m, Average Daily Traffic: 12,417 (year 1987), Features Intersected: RTE 11, CHENANGO RIVER, Facility Carried by Structure: RTE 17
Minimum Vertical Clearance: 15.00m (49.21ft), Kilometerpoint: 7.401, Lanes on structure: 1, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 68.4m (224.4ft)
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Structure Number: 103118B, Location: JCT I81 & CHENANGO RIVER (Lat: 42.115533, Lng: -75.908233), Route carried "under" structure: Interstate 81, Year Built: 2014, Structure Length: 0. m, Features Intersected: RTE I81, CHENANGO RIVER,, Facility Carried by Structure: RTE 17
Minimum Vertical Clearance: 5.49m (18.01ft), Kilometerpoint: 20.997, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 68.3m (224.1ft)
Structure Number: 103118B, Location: JCT I81 & CHENANGO RIVER (Lat: 42.115533, Lng: -75.908233), Route carried "under" structure: Interstate 81, Year Built: 2014, Structure Length: 0. m, Features Intersected: RTE I81, CHENANGO RIVER,, Facility Carried by Structure: RTE 17
Minimum Vertical Clearance: 5.49m (18.01ft), Kilometerpoint: 20.997, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 68.3m (224.1ft)
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Structure Number: 103118B, Location: JCT I81 & CHENANGO RIVER (Lat: 42.115533, Lng: -75.908233), Route carried "under" structure: US 11, Year Built: 2014, Structure Length: 0. m, Features Intersected: RTE I81, CHENANGO RIVER,, Facility Carried by Structure: RTE 17
Minimum Vertical Clearance: 9.99m (32.78ft), Kilometerpoint: 22.687, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 68.3m (224.1ft)
Structure Number: 103118B, Location: JCT I81 & CHENANGO RIVER (Lat: 42.115533, Lng: -75.908233), Route carried "under" structure: US 11, Year Built: 2014, Structure Length: 0. m, Features Intersected: RTE I81, CHENANGO RIVER,, Facility Carried by Structure: RTE 17
Minimum Vertical Clearance: 9.99m (32.78ft), Kilometerpoint: 22.687, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 68.3m (224.1ft)
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Structure Number: 103118B, Location: JCT I81 & CHENANGO RIVER (Lat: 42.115533, Lng: -75.908233), Route carried "under" structure: Other road , Year Built: 2014, Structure Length: 0. m, Features Intersected: RTE I81, CHENANGO RIVER,, Facility Carried by Structure: RTE 17
Minimum Vertical Clearance: 9.75m (31.99ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 68.3m (224.1ft)
Structure Number: 103118B, Location: JCT I81 & CHENANGO RIVER (Lat: 42.115533, Lng: -75.908233), Route carried "under" structure: Other road , Year Built: 2014, Structure Length: 0. m, Features Intersected: RTE I81, CHENANGO RIVER,, Facility Carried by Structure: RTE 17
Minimum Vertical Clearance: 9.75m (31.99ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 68.3m (224.1ft)
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Structure Number: 1063241, Location: In Binghamton (Lat: 42.113153, Lng: -75.921586), Route carried "under" structure: City street , Year Built: 2014, Structure Length: 0. m, Features Intersected: Mygatt St, Facility Carried by Structure: RTE 86
Minimum Vertical Clearance: 4.70m (15.42ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.9m (85.0ft)
Structure Number: 1063241, Location: In Binghamton (Lat: 42.113153, Lng: -75.921586), Route carried "under" structure: City street , Year Built: 2014, Structure Length: 0. m, Features Intersected: Mygatt St, Facility Carried by Structure: RTE 86
Minimum Vertical Clearance: 4.70m (15.42ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.9m (85.0ft)
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Structure Number: 1063242, Location: In Binghamton (Lat: 42.112886, Lng: -75.921669), Route carried "under" structure: City street , Year Built: 2012, Structure Length: 0. m, Features Intersected: Mygatt St., Facility Carried by Structure: RTE 17
Minimum Vertical Clearance: 7.01m (23.00ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.6m (84.0ft)
Structure Number: 1063242, Location: In Binghamton (Lat: 42.112886, Lng: -75.921669), Route carried "under" structure: City street , Year Built: 2012, Structure Length: 0. m, Features Intersected: Mygatt St., Facility Carried by Structure: RTE 17
Minimum Vertical Clearance: 7.01m (23.00ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.6m (84.0ft)
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Structure Number: 1079311, Location: In Binghamton (Lat: 42.113814, Lng: -75.927533), Route carried "under" structure: County highway , Year Built: 2014, Structure Length: 0. m, Features Intersected: Prospect Conn, Facility Carried by Structure: RTE 86
Minimum Vertical Clearance: 7.90m (25.92ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 50.3m (165.0ft)
Structure Number: 1079311, Location: In Binghamton (Lat: 42.113814, Lng: -75.927533), Route carried "under" structure: County highway , Year Built: 2014, Structure Length: 0. m, Features Intersected: Prospect Conn, Facility Carried by Structure: RTE 86
Minimum Vertical Clearance: 7.90m (25.92ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 50.3m (165.0ft)
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Structure Number: 1079312, Location: In Binghamton (Lat: 42.113656, Lng: -75.927547), Route carried "under" structure: County highway , Year Built: 2012, Structure Length: 0. m, Features Intersected: Prospect Conn, Facility Carried by Structure: RTE 17
Minimum Vertical Clearance: 7.90m (25.92ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 48.0m (157.5ft)
Structure Number: 1079312, Location: In Binghamton (Lat: 42.113656, Lng: -75.927547), Route carried "under" structure: County highway , Year Built: 2012, Structure Length: 0. m, Features Intersected: Prospect Conn, Facility Carried by Structure: RTE 17
Minimum Vertical Clearance: 7.90m (25.92ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 48.0m (157.5ft)
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Structure Number: 1079621, Location: I81 S / Broad Ave (Lat: 42.115225, Lng: -75.891142), Route carried "under" structure: City street , Year Built: 2017, Structure Length: 0. m, Features Intersected: Norfolk Southern RR, BRO, Facility Carried by Structure: 81I 81I91012017
Minimum Vertical Clearance: 7.01m (23.00ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 72.2m (236.9ft)
Structure Number: 1079621, Location: I81 S / Broad Ave (Lat: 42.115225, Lng: -75.891142), Route carried "under" structure: City street , Year Built: 2017, Structure Length: 0. m, Features Intersected: Norfolk Southern RR, BRO, Facility Carried by Structure: 81I 81I91012017
Minimum Vertical Clearance: 7.01m (23.00ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 72.2m (236.9ft)
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Structure Number: 1079622, Location: JCT I81 & SH 7 (Lat: 42.115325, Lng: -75.891189), Route carried "under" structure: City street , Year Built: 2018, Structure Length: 0. m, Features Intersected: NORFOLK SOUTHERN RR, BRO, Facility Carried by Structure: 81I81I91012017
Minimum Vertical Clearance: 6.93m (22.74ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 70.1m (230.0ft)
Structure Number: 1079622, Location: JCT I81 & SH 7 (Lat: 42.115325, Lng: -75.891189), Route carried "under" structure: City street , Year Built: 2018, Structure Length: 0. m, Features Intersected: NORFOLK SOUTHERN RR, BRO, Facility Carried by Structure: 81I81I91012017
Minimum Vertical Clearance: 6.93m (22.74ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 70.1m (230.0ft)
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Structure Number: 225752, Location: CITY OF BINGHAMTON (Lat: 42.100308, Lng: -75.911394), Route carried "under" structure: City street , Year Built: 1974, Structure Length: 0. m, Average Daily Traffic: 30 (year 2021), Features Intersected: COMMERCIAL AVENUE, Facility Carried by Structure: PEDESTRIAN BRIDGE
Minimum Vertical Clearance: 4.39m (14.40ft), Kilometerpoint: 0.000, Lanes under structure: 2, Material/Design: Concrete, Length of Maximum Span: 10.3m (33.8ft)
Structure Number: 225752, Location: CITY OF BINGHAMTON (Lat: 42.100308, Lng: -75.911394), Route carried "under" structure: City street , Year Built: 1974, Structure Length: 0. m, Average Daily Traffic: 30 (year 2021), Features Intersected: COMMERCIAL AVENUE, Facility Carried by Structure: PEDESTRIAN BRIDGE
Minimum Vertical Clearance: 4.39m (14.40ft), Kilometerpoint: 0.000, Lanes under structure: 2, Material/Design: Concrete, Length of Maximum Span: 10.3m (33.8ft)
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Structure Number: 226667, Location: CITY OF BINGHAMTON (Lat: 42.099622, Lng: -75.911533), Route carried "under" structure: Business Other road , Year Built: 1980, Structure Length: 0. m, Average Daily Traffic: 150 (year 2021), Features Intersected: COMMERCIAL AVENUE, Facility Carried by Structure: PEDESTRIAN BRIDGE
Minimum Vertical Clearance: 4.80m (15.75ft), Kilometerpoint: 0.000, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.7m (67.9ft)
Structure Number: 226667, Location: CITY OF BINGHAMTON (Lat: 42.099622, Lng: -75.911533), Route carried "under" structure: Business Other road , Year Built: 1980, Structure Length: 0. m, Average Daily Traffic: 150 (year 2021), Features Intersected: COMMERCIAL AVENUE, Facility Carried by Structure: PEDESTRIAN BRIDGE
Minimum Vertical Clearance: 4.80m (15.75ft), Kilometerpoint: 0.000, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.7m (67.9ft)
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Structure Number: 33501, Location: CITY OF BINGHAMTON (Lat: 42.097114, Lng: -75.910656), Route carried "under" structure: City street , Year Built: 1971, Structure Length: 0. m, Average Daily Traffic: 10,000 (year 2021), Features Intersected: HAWLEY STREET, Facility Carried by Structure: PEDESTRIAN BRIDGE
Minimum Vertical Clearance: 4.62m (15.16ft), Kilometerpoint: 0.000, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 28.9m (94.8ft)
Structure Number: 33501, Location: CITY OF BINGHAMTON (Lat: 42.097114, Lng: -75.910656), Route carried "under" structure: City street , Year Built: 1971, Structure Length: 0. m, Average Daily Traffic: 10,000 (year 2021), Features Intersected: HAWLEY STREET, Facility Carried by Structure: PEDESTRIAN BRIDGE
Minimum Vertical Clearance: 4.62m (15.16ft), Kilometerpoint: 0.000, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 28.9m (94.8ft)
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Structure Number: 700363, Location: 0.1 MI N JCT RTS 7 + 11 (Lat: 42.103842, Lng: -75.898064), Route carried "under" structure: State highway 7, Year Built: 1930, Structure Length: 0. m, Average Daily Traffic: 15,200 (year 1978), Features Intersected: RTE 7, Facility Carried by Structure: NORFOLK SOUTHERN M
Minimum Vertical Clearance: 3.78m (12.40ft), Kilometerpoint: 18.230, Lanes under structure: 2, Material/Design: Concrete, Design/Construction: Slab, Length of Maximum Span: 7.6m (24.9ft)
Structure Number: 700363, Location: 0.1 MI N JCT RTS 7 + 11 (Lat: 42.103842, Lng: -75.898064), Route carried "under" structure: State highway 7, Year Built: 1930, Structure Length: 0. m, Average Daily Traffic: 15,200 (year 1978), Features Intersected: RTE 7, Facility Carried by Structure: NORFOLK SOUTHERN M
Minimum Vertical Clearance: 3.78m (12.40ft), Kilometerpoint: 18.230, Lanes under structure: 2, Material/Design: Concrete, Design/Construction: Slab, Length of Maximum Span: 7.6m (24.9ft)
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Structure Number: 700364, Location: 0.1MI N JCT RTS 7 & 11 (Lat: 42.104597, Lng: -75.898156), Route carried "under" structure: State highway 7, Year Built: 1930, Structure Length: 0. m, Average Daily Traffic: 15,200 (year 1978), Features Intersected: RTE 7, Facility Carried by Structure: NY Susq & Western
Minimum Vertical Clearance: 3.81m (12.50ft), Kilometerpoint: 18.246, Lanes under structure: 2, Material/Design: Concrete, Design/Construction: Slab, Length of Maximum Span: 7.6m (24.9ft)
Structure Number: 700364, Location: 0.1MI N JCT RTS 7 & 11 (Lat: 42.104597, Lng: -75.898156), Route carried "under" structure: State highway 7, Year Built: 1930, Structure Length: 0. m, Average Daily Traffic: 15,200 (year 1978), Features Intersected: RTE 7, Facility Carried by Structure: NY Susq & Western
Minimum Vertical Clearance: 3.81m (12.50ft), Kilometerpoint: 18.246, Lanes under structure: 2, Material/Design: Concrete, Design/Construction: Slab, Length of Maximum Span: 7.6m (24.9ft)
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Structure Number: 700365, Location: 0.1 MI N JCT RTS 7 + 11 (Lat: 42.105106, Lng: -75.898217), Route carried "under" structure: State highway 7, Year Built: 1930, Structure Length: 0. m, Average Daily Traffic: 15,200 (year 1978), Features Intersected: RTE 7, Facility Carried by Structure: NY Susq & Western
Minimum Vertical Clearance: 4.27m (14.01ft), Kilometerpoint: 18.262, Lanes under structure: 2, Material/Design: Concrete, Design/Construction: Slab, Length of Maximum Span: 7.6m (24.9ft)
Structure Number: 700365, Location: 0.1 MI N JCT RTS 7 + 11 (Lat: 42.105106, Lng: -75.898217), Route carried "under" structure: State highway 7, Year Built: 1930, Structure Length: 0. m, Average Daily Traffic: 15,200 (year 1978), Features Intersected: RTE 7, Facility Carried by Structure: NY Susq & Western
Minimum Vertical Clearance: 4.27m (14.01ft), Kilometerpoint: 18.262, Lanes under structure: 2, Material/Design: Concrete, Design/Construction: Slab, Length of Maximum Span: 7.6m (24.9ft)
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Structure Number: 7008151, Location: 1.9 MI W OF E BING CTY LI (Lat: 42.103806, Lng: -75.893689), Route carried "under" structure: US 11, Year Built: 1956, Structure Length: 0. m, Average Daily Traffic: 16,100 (year 1972), Features Intersected: RTE 11, Facility Carried by Structure: NORFOLK SOUTHERN F
Minimum Vertical Clearance: 4.39m (14.40ft), Kilometerpoint: 18.343, Lanes under structure: 3, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 23.4m (76.8ft)
Structure Number: 7008151, Location: 1.9 MI W OF E BING CTY LI (Lat: 42.103806, Lng: -75.893689), Route carried "under" structure: US 11, Year Built: 1956, Structure Length: 0. m, Average Daily Traffic: 16,100 (year 1972), Features Intersected: RTE 11, Facility Carried by Structure: NORFOLK SOUTHERN F
Minimum Vertical Clearance: 4.39m (14.40ft), Kilometerpoint: 18.343, Lanes under structure: 3, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 23.4m (76.8ft)
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Structure Number: 7008152, Location: 1.9 MI W OF E BING CTY LI (Lat: 42.103975, Lng: -75.893447), Route carried "under" structure: US 11, Year Built: 1956, Structure Length: 0. m, Average Daily Traffic: 16,100 (year 1972), Features Intersected: RTE 11, Facility Carried by Structure: NORFOLK SOUTHERN F
Minimum Vertical Clearance: 4.50m (14.76ft), Kilometerpoint: 18.343, Lanes under structure: 3, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 32.3m (106.0ft)
Structure Number: 7008152, Location: 1.9 MI W OF E BING CTY LI (Lat: 42.103975, Lng: -75.893447), Route carried "under" structure: US 11, Year Built: 1956, Structure Length: 0. m, Average Daily Traffic: 16,100 (year 1972), Features Intersected: RTE 11, Facility Carried by Structure: NORFOLK SOUTHERN F
Minimum Vertical Clearance: 4.50m (14.76ft), Kilometerpoint: 18.343, Lanes under structure: 3, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 32.3m (106.0ft)
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Structure Number: 7091651, Location: 2.6MI S OF N BING CITY LI (Lat: 42.103911, Lng: -75.915953), Route carried "under" structure: US 11, Year Built: 1912, Structure Length: 0. m, Average Daily Traffic: 11,681 (year 1981), Features Intersected: RTE 11, Facility Carried by Structure: NORFOLK SOUTHERN M
Minimum Vertical Clearance: 4.42m (14.50ft), Kilometerpoint: 21.223, Lanes under structure: 3, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 11.5m (37.7ft)
Structure Number: 7091651, Location: 2.6MI S OF N BING CITY LI (Lat: 42.103911, Lng: -75.915953), Route carried "under" structure: US 11, Year Built: 1912, Structure Length: 0. m, Average Daily Traffic: 11,681 (year 1981), Features Intersected: RTE 11, Facility Carried by Structure: NORFOLK SOUTHERN M
Minimum Vertical Clearance: 4.42m (14.50ft), Kilometerpoint: 21.223, Lanes under structure: 3, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 11.5m (37.7ft)
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Structure Number: 7091652, Location: 2.6MI S OF N BING CITY LI (Lat: 42.104092, Lng: -75.915903), Route carried "under" structure: US 11, Year Built: 1912, Structure Length: 0. m, Average Daily Traffic: 11,681 (year 1981), Features Intersected: RTE 11, Facility Carried by Structure: NORFOLK SOUTHERN M
Minimum Vertical Clearance: 4.60m (15.09ft), Kilometerpoint: 21.223, Lanes under structure: 3, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 11.5m (37.7ft)
Structure Number: 7091652, Location: 2.6MI S OF N BING CITY LI (Lat: 42.104092, Lng: -75.915903), Route carried "under" structure: US 11, Year Built: 1912, Structure Length: 0. m, Average Daily Traffic: 11,681 (year 1981), Features Intersected: RTE 11, Facility Carried by Structure: NORFOLK SOUTHERN M
Minimum Vertical Clearance: 4.60m (15.09ft), Kilometerpoint: 21.223, Lanes under structure: 3, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 11.5m (37.7ft)
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Structure Number: 725742, Location: CITY OF BINGHAMTON (Lat: 42.119167, Lng: -75.891406), Route carried "under" structure: City street , Year Built: 1900, Structure Length: 0. m, Average Daily Traffic: 2,127 (year 2018), Truck Traffic: 6%, Features Intersected: BEVIER STREET, Facility Carried by Structure: DELAWARE & HUDSON
Minimum Vertical Clearance: 4.47m (14.67ft), Kilometerpoint: 1.014, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 9.1m (29.9ft)
Structure Number: 725742, Location: CITY OF BINGHAMTON (Lat: 42.119167, Lng: -75.891406), Route carried "under" structure: City street , Year Built: 1900, Structure Length: 0. m, Average Daily Traffic: 2,127 (year 2018), Truck Traffic: 6%, Features Intersected: BEVIER STREET, Facility Carried by Structure: DELAWARE & HUDSON
Minimum Vertical Clearance: 4.47m (14.67ft), Kilometerpoint: 1.014, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 9.1m (29.9ft)
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Structure Number: 7257441, Location: CITY OF BINGHAMTON (Lat: 42.104078, Lng: -75.916703), Route carried "under" structure: City street , Year Built: 1936, Structure Length: 0. m, Average Daily Traffic: 4,518 (year 2019), Truck Traffic: 5%, Features Intersected: E.CLINTON STREET, Facility Carried by Structure: NORFOLK SOUTHERN
Minimum Vertical Clearance: 4.17m (13.68ft), Kilometerpoint: 0.000, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 11.8m (38.7ft)
Structure Number: 7257441, Location: CITY OF BINGHAMTON (Lat: 42.104078, Lng: -75.916703), Route carried "under" structure: City street , Year Built: 1936, Structure Length: 0. m, Average Daily Traffic: 4,518 (year 2019), Truck Traffic: 5%, Features Intersected: E.CLINTON STREET, Facility Carried by Structure: NORFOLK SOUTHERN
Minimum Vertical Clearance: 4.17m (13.68ft), Kilometerpoint: 0.000, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 11.8m (38.7ft)
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Structure Number: 7257442, Location: CITY OF BINGHAMTON (Lat: 42.103939, Lng: -75.916528), Route carried "under" structure: City street , Year Built: 1936, Structure Length: 0. m, Average Daily Traffic: 4,518 (year 2019), Truck Traffic: 5%, Features Intersected: E.CLINTON STREET, Facility Carried by Structure: NORFOLK SOUTHERN
Minimum Vertical Clearance: 4.17m (13.68ft), Kilometerpoint: 0.016, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 11.5m (37.7ft)
Structure Number: 7257442, Location: CITY OF BINGHAMTON (Lat: 42.103939, Lng: -75.916528), Route carried "under" structure: City street , Year Built: 1936, Structure Length: 0. m, Average Daily Traffic: 4,518 (year 2019), Truck Traffic: 5%, Features Intersected: E.CLINTON STREET, Facility Carried by Structure: NORFOLK SOUTHERN
Minimum Vertical Clearance: 4.17m (13.68ft), Kilometerpoint: 0.016, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 11.5m (37.7ft)
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Structure Number: 7257451, Location: CITY OF BINGHAMTON (Lat: 42.112036, Lng: -75.942414), Route carried "under" structure: City street , Year Built: 1930, Structure Length: 0. m, Features Intersected: EMMA STREET, Facility Carried by Structure: NORFOLK SOUTHERN
Minimum Vertical Clearance: 4.09m (13.42ft), Kilometerpoint: 0.161, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 9.4m (30.8ft)
Structure Number: 7257451, Location: CITY OF BINGHAMTON (Lat: 42.112036, Lng: -75.942414), Route carried "under" structure: City street , Year Built: 1930, Structure Length: 0. m, Features Intersected: EMMA STREET, Facility Carried by Structure: NORFOLK SOUTHERN
Minimum Vertical Clearance: 4.09m (13.42ft), Kilometerpoint: 0.161, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 9.4m (30.8ft)
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Structure Number: 7257452, Location: CITY OF BINGHAMTON (Lat: 42.111758, Lng: -75.942647), Route carried "under" structure: City street , Year Built: 1930, Structure Length: 0. m, Features Intersected: EMMA STREET, Facility Carried by Structure: NORFOLK SOUTHERN
Minimum Vertical Clearance: 4.09m (13.42ft), Kilometerpoint: 0.000, Lanes under structure: 2, Material/Design: Concrete, Design/Construction: Slab, Length of Maximum Span: 9.4m (30.8ft)
Structure Number: 7257452, Location: CITY OF BINGHAMTON (Lat: 42.111758, Lng: -75.942647), Route carried "under" structure: City street , Year Built: 1930, Structure Length: 0. m, Features Intersected: EMMA STREET, Facility Carried by Structure: NORFOLK SOUTHERN
Minimum Vertical Clearance: 4.09m (13.42ft), Kilometerpoint: 0.000, Lanes under structure: 2, Material/Design: Concrete, Design/Construction: Slab, Length of Maximum Span: 9.4m (30.8ft)
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Structure Number: 7257461, Location: CITY OF BINGHAMTON (Lat: 42.109739, Lng: -75.937989), Route carried "under" structure: City street , Year Built: 1930, Structure Length: 0. m, Average Daily Traffic: 3,141 (year 2018), Truck Traffic: 5%, Features Intersected: GLENWOOD AVENUE, Facility Carried by Structure: NORFOLK SOUTHERN
Minimum Vertical Clearance: 3.93m (12.89ft), Kilometerpoint: 0.274, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 11.5m (37.7ft)
Structure Number: 7257461, Location: CITY OF BINGHAMTON (Lat: 42.109739, Lng: -75.937989), Route carried "under" structure: City street , Year Built: 1930, Structure Length: 0. m, Average Daily Traffic: 3,141 (year 2018), Truck Traffic: 5%, Features Intersected: GLENWOOD AVENUE, Facility Carried by Structure: NORFOLK SOUTHERN
Minimum Vertical Clearance: 3.93m (12.89ft), Kilometerpoint: 0.274, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 11.5m (37.7ft)
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Structure Number: 7257462, Location: CITY OF BINGHAMTON (Lat: 42.109467, Lng: -75.937881), Route carried "under" structure: City street , Year Built: 1930, Structure Length: 0. m, Average Daily Traffic: 3,141 (year 2018), Truck Traffic: 5%, Features Intersected: GLENWOOD AVENUE, Facility Carried by Structure: NORFOLK SOUTHERN
Minimum Vertical Clearance: 3.93m (12.89ft), Kilometerpoint: 0.225, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 11.5m (37.7ft)
Structure Number: 7257462, Location: CITY OF BINGHAMTON (Lat: 42.109467, Lng: -75.937881), Route carried "under" structure: City street , Year Built: 1930, Structure Length: 0. m, Average Daily Traffic: 3,141 (year 2018), Truck Traffic: 5%, Features Intersected: GLENWOOD AVENUE, Facility Carried by Structure: NORFOLK SOUTHERN
Minimum Vertical Clearance: 3.93m (12.89ft), Kilometerpoint: 0.225, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 11.5m (37.7ft)
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Structure Number: 7257471, Location: CITY OF BINGHAMTON (Lat: 42.105436, Lng: -75.929486), Route carried "under" structure: City street , Year Built: 1930, Structure Length: 0. m, Average Daily Traffic: 2,341 (year 2018), Truck Traffic: 5%, Features Intersected: JARVIS STREET, Facility Carried by Structure: NORFOLK SOUTHERN
Minimum Vertical Clearance: 3.81m (12.50ft), Kilometerpoint: 0.257, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 9.7m (31.8ft)
Structure Number: 7257471, Location: CITY OF BINGHAMTON (Lat: 42.105436, Lng: -75.929486), Route carried "under" structure: City street , Year Built: 1930, Structure Length: 0. m, Average Daily Traffic: 2,341 (year 2018), Truck Traffic: 5%, Features Intersected: JARVIS STREET, Facility Carried by Structure: NORFOLK SOUTHERN
Minimum Vertical Clearance: 3.81m (12.50ft), Kilometerpoint: 0.257, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 9.7m (31.8ft)
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Structure Number: 7257472, Location: CITY OF BINGHAMTON (Lat: 42.105203, Lng: -75.929456), Route carried "under" structure: City street , Year Built: 1930, Structure Length: 0. m, Average Daily Traffic: 2,341 (year 2018), Truck Traffic: 5%, Features Intersected: JARVIS STREET, Facility Carried by Structure: NORFOLK SOUTHERN
Minimum Vertical Clearance: 3.81m (12.50ft), Kilometerpoint: 0.209, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 9.7m (31.8ft)
Structure Number: 7257472, Location: CITY OF BINGHAMTON (Lat: 42.105203, Lng: -75.929456), Route carried "under" structure: City street , Year Built: 1930, Structure Length: 0. m, Average Daily Traffic: 2,341 (year 2018), Truck Traffic: 5%, Features Intersected: JARVIS STREET, Facility Carried by Structure: NORFOLK SOUTHERN
Minimum Vertical Clearance: 3.81m (12.50ft), Kilometerpoint: 0.209, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 9.7m (31.8ft)
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Structure Number: 7257481, Location: CITY OF BINGHAMTON (Lat: 42.104100, Lng: -75.919619), Route carried "under" structure: City street , Year Built: 1930, Structure Length: 0. m, Features Intersected: MURRAY STREET, Facility Carried by Structure: NORFOLK SOUTHERN
Minimum Vertical Clearance: 3.86m (12.66ft), Kilometerpoint: 1.561, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 7.6m (24.9ft)
Structure Number: 7257481, Location: CITY OF BINGHAMTON (Lat: 42.104100, Lng: -75.919619), Route carried "under" structure: City street , Year Built: 1930, Structure Length: 0. m, Features Intersected: MURRAY STREET, Facility Carried by Structure: NORFOLK SOUTHERN
Minimum Vertical Clearance: 3.86m (12.66ft), Kilometerpoint: 1.561, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 7.6m (24.9ft)
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Structure Number: 7257482, Location: CITY OF BINGHAMTON (Lat: 42.103947, Lng: -75.919647), Route carried "under" structure: City street , Year Built: 1930, Structure Length: 0. m, Average Daily Traffic: 722 (year 2015), Truck Traffic: 7%, Features Intersected: MURRAY STREET, Facility Carried by Structure: NORFOLK SOUTHERN
Minimum Vertical Clearance: 3.86m (12.66ft), Kilometerpoint: 1.480, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 7.6m (24.9ft)
Structure Number: 7257482, Location: CITY OF BINGHAMTON (Lat: 42.103947, Lng: -75.919647), Route carried "under" structure: City street , Year Built: 1930, Structure Length: 0. m, Average Daily Traffic: 722 (year 2015), Truck Traffic: 7%, Features Intersected: MURRAY STREET, Facility Carried by Structure: NORFOLK SOUTHERN
Minimum Vertical Clearance: 3.86m (12.66ft), Kilometerpoint: 1.480, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 7.6m (24.9ft)
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Structure Number: 7257491, Location: CITY OF BINGHAMTON (Lat: 42.107136, Lng: -75.895556), Route carried "under" structure: City street , Year Built: 1912, Structure Length: 0. m, Average Daily Traffic: 3,758 (year 2018), Truck Traffic: 3%, Features Intersected: ROBINSON STREET, Facility Carried by Structure: DELAWARE & HUDSON
Minimum Vertical Clearance: 3.81m (12.50ft), Kilometerpoint: 0.676, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 13.7m (44.9ft)
Structure Number: 7257491, Location: CITY OF BINGHAMTON (Lat: 42.107136, Lng: -75.895556), Route carried "under" structure: City street , Year Built: 1912, Structure Length: 0. m, Average Daily Traffic: 3,758 (year 2018), Truck Traffic: 3%, Features Intersected: ROBINSON STREET, Facility Carried by Structure: DELAWARE & HUDSON
Minimum Vertical Clearance: 3.81m (12.50ft), Kilometerpoint: 0.676, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 13.7m (44.9ft)
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Structure Number: 7257492, Location: CITY OF BINGHAMTON (Lat: 42.107167, Lng: -75.894983), Route carried "under" structure: City street , Year Built: 1912, Structure Length: 0. m, Average Daily Traffic: 3,758 (year 2018), Truck Traffic: 3%, Features Intersected: ROBINSON STREET, Facility Carried by Structure: NORFOLK SOUTHERN
Minimum Vertical Clearance: 3.81m (12.50ft), Kilometerpoint: 0.724, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 12.8m (42.0ft)
Structure Number: 7257492, Location: CITY OF BINGHAMTON (Lat: 42.107167, Lng: -75.894983), Route carried "under" structure: City street , Year Built: 1912, Structure Length: 0. m, Average Daily Traffic: 3,758 (year 2018), Truck Traffic: 3%, Features Intersected: ROBINSON STREET, Facility Carried by Structure: NORFOLK SOUTHERN
Minimum Vertical Clearance: 3.81m (12.50ft), Kilometerpoint: 0.724, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 12.8m (42.0ft)
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Structure Number: 7257493, Location: CITY OF BINGHAMTON (Lat: 42.107172, Lng: -75.894928), Route carried "under" structure: City street , Year Built: 1912, Structure Length: 0. m, Average Daily Traffic: 7,516 (year 2018), Truck Traffic: 3%, Features Intersected: ROBINSON STREET, Facility Carried by Structure: NORFOLK SOUTHERN
Minimum Vertical Clearance: 3.81m (12.50ft), Kilometerpoint: 0.756, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 16.1m (52.8ft)
Structure Number: 7257493, Location: CITY OF BINGHAMTON (Lat: 42.107172, Lng: -75.894928), Route carried "under" structure: City street , Year Built: 1912, Structure Length: 0. m, Average Daily Traffic: 7,516 (year 2018), Truck Traffic: 3%, Features Intersected: ROBINSON STREET, Facility Carried by Structure: NORFOLK SOUTHERN
Minimum Vertical Clearance: 3.81m (12.50ft), Kilometerpoint: 0.756, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 16.1m (52.8ft)
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Structure Number: 72575, Location: CITY OF BINGHAMTON (Lat: 42.104083, Lng: -75.910642), Route carried "under" structure: City street , Year Built: 1901, Structure Length: 0. m, Average Daily Traffic: 2,958 (year 2019), Truck Traffic: 4%, Features Intersected: STATE STREET, Facility Carried by Structure: NORFOLK SOUTHERN
Minimum Vertical Clearance: 3.99m (13.09ft), Kilometerpoint: 1.142, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 13.4m (44.0ft)
Structure Number: 72575, Location: CITY OF BINGHAMTON (Lat: 42.104083, Lng: -75.910642), Route carried "under" structure: City street , Year Built: 1901, Structure Length: 0. m, Average Daily Traffic: 2,958 (year 2019), Truck Traffic: 4%, Features Intersected: STATE STREET, Facility Carried by Structure: NORFOLK SOUTHERN
Minimum Vertical Clearance: 3.99m (13.09ft), Kilometerpoint: 1.142, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 13.4m (44.0ft)
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Structure Number: 725751, Location: CITY OF BINGHAMTON (Lat: 42.103806, Lng: -75.912772), Route carried "under" structure: City street , Year Built: 1916, Structure Length: 0. m, Features Intersected: WATER STREET, Facility Carried by Structure: NORFOLK SOUTHERN
Minimum Vertical Clearance: 3.99m (13.09ft), Kilometerpoint: 0.451, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 14.9m (48.9ft)
Structure Number: 725751, Location: CITY OF BINGHAMTON (Lat: 42.103806, Lng: -75.912772), Route carried "under" structure: City street , Year Built: 1916, Structure Length: 0. m, Features Intersected: WATER STREET, Facility Carried by Structure: NORFOLK SOUTHERN
Minimum Vertical Clearance: 3.99m (13.09ft), Kilometerpoint: 0.451, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 14.9m (48.9ft)
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Structure Number: 771463, Location: CITY OF BINGHAMTON (Lat: 42.103758, Lng: -75.910783), Route carried "under" structure: City street , Year Built: 1925, Structure Length: 0. m, Average Daily Traffic: 100 (year 2019), Truck Traffic: 4%, Features Intersected: STATE ST, CHENAGO RIVER,, Facility Carried by Structure: NORFOLK SOUTHN RR
Minimum Vertical Clearance: 3.89m (12.76ft), Kilometerpoint: 0.000, Lanes under structure: 2, Material/Design: Steel, Length of Maximum Span: 36.8m (120.7ft)
Structure Number: 771463, Location: CITY OF BINGHAMTON (Lat: 42.103758, Lng: -75.910783), Route carried "under" structure: City street , Year Built: 1925, Structure Length: 0. m, Average Daily Traffic: 100 (year 2019), Truck Traffic: 4%, Features Intersected: STATE ST, CHENAGO RIVER,, Facility Carried by Structure: NORFOLK SOUTHN RR
Minimum Vertical Clearance: 3.89m (12.76ft), Kilometerpoint: 0.000, Lanes under structure: 2, Material/Design: Steel, Length of Maximum Span: 36.8m (120.7ft)