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Bridge Statistics for Seneca, New York (NY) - Condition, Traffic, Stress, Structural Evaluation, Project Costs

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National Bridge Inventory (NBI) Statistics
Number of bridges: 12
Total length: 21 meters (69ft)
Total costs: $4,911,000
Total average daily traffic: 20,969
Total average daily truck traffic: 2,751
National Bridge Inventory (NBI) Registered Bridges for Seneca

New bridges - Historical Statistics

  • Before 1900: 1
  • 1900-1909: 1
  • 1910-1919: 0
  • 1920-1929: 3
  • 1930-1939: 2
  • 1940-1949: 2
  • 1950-1959: 1
  • 1960-1969: 1
  • 1970-1979: 0
  • 1980-1989: 0
  • 1990-1999: 1

Reconstructed bridges - Historical Statistics

  • 1930-1939: 2
  • 1940-1949: 0
  • 1950-1959: 1
  • 1960-1969: 1

Average Daily Traffic

Bridge Condition - Deck

Bridge Condition - Superstructure

Bridge Condition - Substructure

Bridge Condition - Channel

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Structure Number: 10019,  Location: 5.4MI E JCT RTS 5+20 +247 (Lat: 42.858608,  Lng: -77.109111),  Route carried "on" structure: State highway 5,  Year Built: 1924,  Year Reconstructed: 1936,  Status: Posted for load-capacity,  Structure Length: 1.49m (4.89ft),  Average Daily Traffic: 7,481 (year 2006),  Truck Traffic: 16%,  Average Future Daily Traffic: 10,052 (year 2026),  Design Load: H 15,  Features Intersected: FLINT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.686,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.7m (44.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 10.3m (33.8ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 42.3 metric tons,  Inventory Rating: 17.9 metric tons,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 1.49m (4.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2006,  Bridge Improvement Cost: $419,000,  Roadway Improvement Cost: $249,000,  Total Project Cost: $668,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 104308,  Location: 0.2MI W JCT RTS 245 + 14A (Lat: 42.821628,  Lng: -77.045269),  Route carried "on" structure: State highway 245,  Year Built: 1880,  Year Reconstructed: 1930,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 1,525 (year 2002),  Truck Traffic: 8%,  Average Future Daily Traffic: 2,159 (year 2022),  Features Intersected: BURRELL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.500,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.6m (34.8ft),  Skew: 1 degrees,  Material/Design: Masonry,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.7m (22.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 52.3 metric tons,  Inventory Rating: 24.4 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.85m (2.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2006,  Bridge Improvement Cost: $419,000,  Roadway Improvement Cost: $249,000,  Total Project Cost: $668,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 221174,  Location: 1.9 MI S OF HALL (Lat: 42.768561,  Lng: -77.057294),  Route carried "on" structure: City street ,  Year Built: 1963,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 297 (year 2001),  Truck Traffic: 5%,  Average Future Daily Traffic: 411 (year 2021),  Features Intersected: KASHONG CREEK,  Facility Carried by Structure: FLAT STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 6.0m (19.7ft),  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: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 52.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 0.76m (2.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2007,  Bridge Improvement Cost: $168,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $268,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 221175,  Location: 2.1 MILES SOUTH OF HALL (Lat: 42.764775,  Lng: -77.048408),  Route carried "on" structure: City street ,  Year Built: 1941,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 253 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 350 (year 2027),  Features Intersected: KASHONG CREEK,  Facility Carried by Structure: KASHONG ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 5.4m (17.7ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 61.7 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 0.82m (2.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2007,  Bridge Improvement Cost: $168,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $268,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 221176,  Location: 2 MILES NE OF HALL (Lat: 42.810597,  Lng: -77.041950),  Route carried "on" structure: City street ,  Year Built: 1940,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 568 (year 2001),  Truck Traffic: 5%,  Average Future Daily Traffic: 786 (year 2021),  Features Intersected: BURRELL CREEK,  Facility Carried by Structure: LAKE TO LAKE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.1m (26.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 74.9 metric tons,  Inventory Rating: 32.6 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 0.82m (2.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2007,  Bridge Improvement Cost: $168,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $268,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 33181,  Location: .5 MILE SOUTH OF HALL (Lat: 42.804119,  Lng: -77.052206),  Route carried "on" structure: City street ,  Year Built: 1998,  Status: Open,  Structure Length: 1.15m (3.77ft),  Average Daily Traffic: 171 (year 2001),  Truck Traffic: 5%,  Average Future Daily Traffic: 237 (year 2021),  Design Load: HS 25,  Features Intersected: BURRELL CREEK,  Facility Carried by Structure: REDMAN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.9m (35.8ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 80.4 metric tons,  Inventory Rating: 40.8 metric tons,  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: 1.15m (3.77ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2006,  Bridge Improvement Cost: $243,000,  Roadway Improvement Cost: $145,000,  Total Project Cost: $388,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 331814,  Location: .9 MI SW OF SENECA CASTLE (Lat: 42.883669,  Lng: -77.100697),  Route carried "on" structure: City street ,  Year Built: 1935,  Status: Open,  Structure Length: 1.67m (5.48ft),  Average Daily Traffic: 176 (year 2001),  Truck Traffic: 5%,  Average Future Daily Traffic: 244 (year 2021),  Design Load: H 15,  Features Intersected: FLINT CREEK,  Facility Carried by Structure: FERGUSON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.7m (18.7ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.8m (51.8ft),  Curb-To-Curb Width: 6.0m (19.7ft),  Out-to-Out Width: 7.0m (23.0ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Channel: Good,  Operating Rating: 34.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 1.67m (5.48ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2007,  Bridge Improvement Cost: $243,000,  Roadway Improvement Cost: $145,000,  Total Project Cost: $388,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 331816,  Location: 2 MI NW OF STANLEY (Lat: 42.843228,  Lng: -77.110631),  Route carried "on" structure: City street ,  Year Built: 1925,  Year Reconstructed: 1956,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 711 (year 2001),  Truck Traffic: 5%,  Average Future Daily Traffic: 984 (year 2021),  Design Load: H 15,  Features Intersected: FLINT CREEK,  Facility Carried by Structure: OLD MILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.8m (38.7ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Poor,  Channel: Good,  Operating Rating: 43.0 metric tons,  Inventory Rating: 17.1 metric tons,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.28m (4.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2007,  Bridge Improvement Cost: $227,000,  Roadway Improvement Cost: $135,000,  Total Project Cost: $362,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 331821,  Location: 2 MI NE OF STANLEY (Lat: 42.839736,  Lng: -77.116036),  Route carried "on" structure: City street ,  Year Built: 1927,  Year Reconstructed: 1968,  Status: Open,  Structure Length: 1.79m (5.87ft),  Average Daily Traffic: 334 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 462 (year 2027),  Design Load: H 15,  Features Intersected: FLINT CREEK,  Facility Carried by Structure: CHARLTON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.7m (18.7ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.6m (57.7ft),  Curb-To-Curb Width: 7.8m (25.6ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 40.7 metric tons,  Inventory Rating: 15.1 metric tons,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.79m (5.87ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2007,  Bridge Improvement Cost: $335,000,  Roadway Improvement Cost: $199,000,  Total Project Cost: $534,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 331827,  Location: 1 MI S SENECA CASTLE (Lat: 42.874003,  Lng: -77.101186),  Route carried "on" structure: City street ,  Year Built: 1939,  Status: Open,  Structure Length: 1.67m (5.48ft),  Average Daily Traffic: 163 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 226 (year 2027),  Design Load: H 15,  Features Intersected: FLINT CREEK,  Facility Carried by Structure: VOGT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.1m (16.7ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.8m (51.8ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 7.0m (23.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 44.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 1.67m (5.48ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2007,  Bridge Improvement Cost: $254,000,  Roadway Improvement Cost: $151,000,  Total Project Cost: $405,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 331867,  Location: .4 MI NW OF SENECA (Lat: 42.891119,  Lng: -77.101578),  Route carried "on" structure: County highway ,  Year Built: 1955,  Status: Open,  Structure Length: 1.95m (6.40ft),  Average Daily Traffic: 1,809 (year 2001),  Truck Traffic: 6%,  Average Future Daily Traffic: 2,971 (year 2021),  Design Load: H 20,  Features Intersected: FLINT CREEK,  Facility Carried by Structure: COUNTY ROAD 4
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.7m (31.8ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.5m (60.7ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 9.7m (31.8ft),  Out-to-Out Width: 10.3m (33.8ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Fair,  Operating Rating: 57.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 1.95m (6.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2007,  Bridge Improvement Cost: $435,000,  Roadway Improvement Cost: $259,000,  Total Project Cost: $694,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 700191,  Location: 5.5 MI E JCT SH5/20&SH247 (Lat: 42.858311,  Lng: -77.108139),  Route carried "under" structure: State highway 5,  Year Built: 1901,  Structure Length: 7.01m (23.00ft),  Average Daily Traffic: 7,481 (year 2006),  Truck Traffic: 16%,  Features Intersected: RTE 5,  Facility Carried by Structure: BIKE & PED PATH
Minimum Vertical Clearance: 4.34m (14.24ft),  Kilometerpoint: 12.309,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 23.7m (77.8ft)

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