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

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National Bridge Inventory (NBI) Statistics
Number of bridges: 11
Total length: 15 meters (49ft)
Total costs: $4,396,000
Total average daily traffic: 6,230
Total average daily truck traffic: 556
Total future (year 2015) average daily traffic: 7,490
National Bridge Inventory (NBI) Registered Bridges for Bellmont

New bridges - Historical Statistics

  • Before 1900: 1
  • 1900-1909: 0
  • 1910-1919: 0
  • 1920-1929: 0
  • 1930-1939: 2
  • 1940-1949: 1
  • 1950-1959: 2
  • 1960-1969: 0
  • 1970-1979: 1
  • 1980-1989: 1
  • 1990-1999: 0
  • 2000-2009: 3

Reconstructed bridges - Historical Statistics

  • 1990-1999: 1
  • 2000-2009: 1

Bridge Condition - Deck

Bridge Condition - Superstructure

Bridge Condition - Substructure

Bridge Condition - Channel

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Structure Number: 333758,  Location: MOUNTAIN VIEW (Lat: 44.704206,  Lng: -74.138375),  Route carried "on" structure: City street ,  Year Built: 1899,  Year Reconstructed: 2003,  Status: Posted for load,  Structure Length: 1.98m (6.50ft),  Average Daily Traffic: 175 (year 2007),  Truck Traffic: 4%,  Average Future Daily Traffic: 210 ,  Features Intersected: MTN.VIEW LK.OUTLT,  Facility Carried by Structure: MOUNTAIN VIEW RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 4.5m (14.8ft),  Material/Design: Aluminum, Iron,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.8m (65.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 3.7m (12.1ft),  Out-to-Out Width: 4.1m (13.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Very good,  Channel: Very good,  Operating Rating: 6.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 3.6 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: High priority of corrective action,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Meets minimum limits,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below),  Length Of Structure Improvement: 1.98m (6.50ft),  Designated Inspection Frequency: Every 12 months,  Critical Feature Inspection Frequency: Every 12 months,  Inspection Date: October 2007,  Critical Feature Inspection Date: October 2007,  Bridge Improvement Cost: $174,000,  Roadway Improvement Cost: $104,000,  Total Project Cost: $278,000 ( Estimate for 2007),  Deck Structure Type: Open Grating
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Structure Number: 33376,  Location: .2 MI W OF THE FORGE (Lat: 44.841019,  Lng: -74.041294),  Route carried "on" structure: City street ,  Year Built: 1955,  Status: Open,  Structure Length: 1.15m (3.77ft),  Average Daily Traffic: 808 (year 2000),  Truck Traffic: 4%,  Average Future Daily Traffic: 970 (year 2020),  Features Intersected: CHATEAUGAY RIVER,  Facility Carried by Structure: BUNKER HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.0m (19.7ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.9m (35.8ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 61.8 metric tons,  Inventory Rating: 23.7 metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  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: June 2006,  Bridge Improvement Cost: $174,000,  Roadway Improvement Cost: $104,000,  Total Project Cost: $278,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 333766,  Location: 3.1 MI W OF THE FORGE (Lat: 44.842061,  Lng: -74.097833),  Route carried "on" structure: City street ,  Year Built: 1972,  Status: Open,  Structure Length: 0.97m (3.18ft),  Average Daily Traffic: 34 (year 2003),  Truck Traffic: 4%,  Average Future Daily Traffic: 41 (year 2023),  Features Intersected: LITTLE TROUT RVR,  Facility Carried by Structure: CROMP RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.0m (19.7ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.5m (27.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 39.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 0.97m (3.18ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2006,  Bridge Improvement Cost: $154,000,  Roadway Improvement Cost: $91,000,  Total Project Cost: $245,000 ( Estimate for 2007),  Deck Structure Type: Open Grating
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Structure Number: 333768,  Location: 2.9MI SW BELLMONT CENTER (Lat: 44.827256,  Lng: -74.185103),  Route carried "on" structure: City street ,  Year Built: 1941,  Year Reconstructed: 2007,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 136 (year 2006),  Truck Traffic: 4%,  Average Future Daily Traffic: 163 (year 2026),  Design Load: HS 25,  Features Intersected: TROUT RIVER,  Facility Carried by Structure: MOODY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.0m (19.7ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.9m (25.9ft),  Curb-To-Curb Width: 6.6m (21.7ft),  Out-to-Out Width: 7.7m (25.3ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.1 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: 0.88m (2.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2007,  Bridge Improvement Cost: $154,000,  Roadway Improvement Cost: $91,000,  Total Project Cost: $245,000 ( Estimate for 2007),  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: 333777,  Location: 3.6 MILES EAST OF MALONE (Lat: 44.849597,  Lng: -74.200078),  Route carried "on" structure: County highway ,  Year Built: 2002,  Status: Open,  Structure Length: 2.72m (8.92ft),  Average Daily Traffic: 2,083 (year 1997),  Truck Traffic: 11%,  Average Future Daily Traffic: 2,448 (year 2017),  Features Intersected: TROUT RIVER,  Facility Carried by Structure: BRAINARDSVILLE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.2m (33.5ft),  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: 26.0m (85.3ft),  Curb-To-Curb Width: 10.2m (33.5ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: Good,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Very good,  Operating Rating: 81.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.72m (8.92ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2006,  Bridge Improvement Cost: $346,000,  Roadway Improvement Cost: $206,000,  Total Project Cost: $552,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 333778,  Location: 3.6 MI W OF BRAINARDSVLLE (Lat: 44.850758,  Lng: -74.105553),  Route carried "on" structure: County highway ,  Year Built: 2001,  Status: Open,  Structure Length: 2.44m (8.01ft),  Average Daily Traffic: 1,007 (year 1995),  Truck Traffic: 11%,  Average Future Daily Traffic: 1,184 (year 2015),  Design Load: HS 25,  Features Intersected: LITTL TROUT RIVER,  Facility Carried by Structure: BRAINARDSVILLE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.0m (32.8ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 23.4m (76.8ft),  Curb-To-Curb Width: 10.2m (33.5ft),  Out-to-Out Width: 11.2m (36.7ft)

Condition: Deck: Fair,  Superstructure: Excellent,  Substructure: Very good,  Channel: Very good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 59.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable 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: 2.44m (8.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2007,  Bridge Improvement Cost: $590,000,  Roadway Improvement Cost: $351,000,  Total Project Cost: $941,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 333779,  Location: .5 MI W OF BRAINARDSVILLE (Lat: 44.856783,  Lng: -74.043031),  Route carried "on" structure: County highway ,  Year Built: 2001,  Status: Open,  Structure Length: 1.06m (3.48ft),  Average Daily Traffic: 1,117 (year 1997),  Truck Traffic: 11%,  Average Future Daily Traffic: 1,313 (year 2017),  Design Load: HS 25,  Features Intersected: CHATEAUGAY RIVER,  Facility Carried by Structure: BRAINARDSVILLE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 3.3m (10.8ft),  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 30.4m (99.7ft),  Curb-To-Curb Width: 33.5m (109.9ft),  Out-to-Out Width: 36.7m (120.4ft)

Condition: Deck: Excellent,  Superstructure: Good,  Substructure: Excellent,  Channel: Very good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.06m (3.48ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: August 2007,  Underwater Inspection Date: September 2000,  Bridge Improvement Cost: $590,000,  Roadway Improvement Cost: $351,000,  Total Project Cost: $941,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 33378,  Location: 1.2 MI NE BELLMONT CENTER (Lat: 44.860158,  Lng: -74.122747),  Route carried "on" structure: County highway ,  Year Built: 1939,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 132 (year 2000),  Truck Traffic: 6%,  Average Future Daily Traffic: 176 (year 2020),  Features Intersected: LITTLE TROUT RIVE,  Facility Carried by Structure: COUNTY ROAD 33
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  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: 7.9m (25.9ft),  Out-to-Out Width: 8.7m (28.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Good,  Inventory Rating: 62.6 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 0.76m (2.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2006,  Bridge Improvement Cost: $144,000,  Roadway Improvement Cost: $85,000,  Total Project Cost: $229,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 333781,  Location: .7 MILE S OF OWLS HEAD (Lat: 44.726056,  Lng: -74.170708),  Route carried "on" structure: County highway ,  Year Built: 1939,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 250 (year 2005),  Truck Traffic: 6%,  Average Future Daily Traffic: 334 (year 2025),  Features Intersected: INGRAHAM STREAM,  Facility Carried by Structure: POND ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.4m (17.7ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.9m (25.9ft),  Curb-To-Curb Width: 6.2m (20.3ft),  Out-to-Out Width: 7.1m (23.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 58.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 27.2 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: 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: May 2006,  Bridge Improvement Cost: $144,000,  Roadway Improvement Cost: $85,000,  Total Project Cost: $229,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 333782,  Location: .2 MI W OF MOUNTAIN VIEW (Lat: 44.703942,  Lng: -74.141508),  Route carried "on" structure: County highway ,  Year Built: 1957,  Status: Open,  Structure Length: 1.15m (3.77ft),  Average Daily Traffic: 391 (year 1996),  Truck Traffic: 6%,  Average Future Daily Traffic: 522 (year 2016),  Features Intersected: SALMON RIVER,  Facility Carried by Structure: CR 27
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County 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: 10.9m (35.8ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Structural Evaluation: High priority of corrective action,  Deck Geometry: Somewhat better than minimum adequacy,  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: May 2006,  Bridge Improvement Cost: $144,000,  Roadway Improvement Cost: $85,000,  Total Project Cost: $229,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 333783,  Location: 2.6 MI SW MOUNTAIN VIEW (Lat: 44.683500,  Lng: -74.190586),  Route carried "on" structure: County highway ,  Year Built: 1987,  Status: Open,  Structure Length: 1.61m (5.28ft),  Average Daily Traffic: 97 (year 1996),  Truck Traffic: 6%,  Average Future Daily Traffic: 129 (year 2016),  Design Load: HS 20,  Features Intersected: HATCH BROOK,  Facility Carried by Structure: POND ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Material/Design: Wood or Timber,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 5.4m (17.7ft),  Curb-To-Curb Width: 7.7m (25.3ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 76.2 metric tons,  Inventory Rating: 32.6 metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 1.61m (5.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2006,  Bridge Improvement Cost: $144,000,  Roadway Improvement Cost: $85,000,  Total Project Cost: $229,000 ( Estimate for 2007),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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