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Bridge Statistics for Brasher, New York (NY) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Brasher, NY, New York, New York forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 12 Total length: 41 meters (135ft) Total costs: $12,253,000 Total average daily traffic: 10,366 Total average daily truck traffic: 734 Total future (year 2016) average daily traffic: 13,374 National Bridge Inventory (NBI) Registered Bridges for Brasher
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Find on map >>
Structure Number: 100886, Location: 1.4 MI NE JCT US11C & SH4 (Lat: 44.807978, Lng: -74.772081), Route carried "on" structure: State highway 11C, Year Built: 1933, Year Reconstructed: 1994, Status: Open, Structure Length: 1.21m (3.97ft), Average Daily Traffic: 1,256 (year 2005), Truck Traffic: 11%, Average Future Daily Traffic: 1,476 (year 2025), Design Load: HS 25, Features Intersected: ST REGIS RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.282, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.5m (37.7ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 11.3m (37.1ft) Condition: Deck: Satisfactory, Superstructure: Excellent, Substructure: Good, Channel: Good, Operating Rating: 81.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 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: Equal to present desirable criteria, Length Of Structure Improvement: 1.21m (3.97ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2006, Bridge Improvement Cost: $1,512,000, Roadway Improvement Cost: $899,000, Total Project Cost: $2,411,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 100887, Location: 1.4 MI NE JCT 11C & 420 (Lat: 44.807953, Lng: -74.772275), Route carried "on" structure: State highway 11C, Year Built: 1933, Year Reconstructed: 1994, Status: Open, Structure Length: 4.72m (15.49ft), Average Daily Traffic: 1,256 (year 2005), Truck Traffic: 11%, Average Future Daily Traffic: 1,476 (year 2025), Design Load: HS 20, Features Intersected: ST REGIS RIVER Minimum Vertical Clearance: 0.00m, Kilometerpoint: 7.266, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 45.7m (149.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.3m (27.2ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 64.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.4 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.72m (15.49ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: August 2006, Critical Feature Inspection Date: August 2006, Bridge Improvement Cost: $846,000, Roadway Improvement Cost: $503,000, Total Project Cost: $1,349,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 102403, Location: JCT RTE 37C + ST.REGIS R (Lat: 44.924150, Lng: -74.722353), Route carried "on" structure: State highway 37C, Year Built: 1959, Year Reconstructed: 1981, Status: Open, Structure Length: 9.26m (30.38ft), Average Daily Traffic: 1,977 (year 2007), Truck Traffic: 6%, Average Future Daily Traffic: 2,638 (year 2027), Design Load: HS 20, Features Intersected: ST REGIS RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.417, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.6m (34.8ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 22.5m (73.8ft), Curb-To-Curb Width: 10.6m (34.8ft), Out-to-Out Width: 11.3m (37.1ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 70.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than 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: 9.26m (30.38ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Bridge Improvement Cost: $2,268,000, Roadway Improvement Cost: $1,316,000, Total Project Cost: $3,584,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Integral Concrete Find on map >>
Structure Number: 22208, Location: 3 MILES EAST OF HELENA (Lat: 44.924222, Lng: -74.676642), Route carried "on" structure: City street , Year Built: 1902, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 56 (year 2000), Truck Traffic: 4%, Average Future Daily Traffic: 67 (year 2020), Features Intersected: HUNKINS MARSH, Facility Carried by Structure: KEENAN ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.5m (14.8ft), Material/Design: Steel, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft) Condition: Superstructure: Poor, Substructure: Poor, Channel: Satisfactory, Operating Rating: 48.9 metric tons, Inventory Rating: 14.1 metric tons, Structural Evaluation: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.79m (2.59ft), Designated Inspection Frequency: Every 12 months, Inspection Date: October 2007, Bridge Improvement Cost: $334,000, Roadway Improvement Cost: $213,000, Total Project Cost: $547,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 226642, Location: 3.5 MI NE BRASHER FALLS (Lat: 44.835961, Lng: -74.717667), Route carried "on" structure: City street , Year Built: 1980, Status: Open, Structure Length: 1.00m (3.28ft), Average Daily Traffic: 38 (year 2003), Truck Traffic: 4%, Average Future Daily Traffic: 46 (year 2023), Features Intersected: TROUT BROOK, Facility Carried by Structure: MURRAY 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), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.5m (14.8ft) Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 75.5 metric tons, Inventory Rating: 29.3 metric tons, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.00m (3.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Bridge Improvement Cost: $172,000, Roadway Improvement Cost: $102,000, Total Project Cost: $274,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 322085, Location: LOCATED IN HELENA (Lat: 44.919517, Lng: -74.722289), Route carried "on" structure: City street , Year Built: 1931, Status: Open, Structure Length: 4.54m (14.90ft), Average Daily Traffic: 2,369 (year 2006), Truck Traffic: 6%, Average Future Daily Traffic: 3,161 (year 2026), Design Load: HS 25, Features Intersected: DEER RIVER, Facility Carried by Structure: DEPOT STREET Minimum Vertical Clearance: 4.52m (14.83ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 44.1m (144.7ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 0.0m, Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.8m (25.6ft) Condition: Deck: Good, Superstructure: Serious, Substructure: Fair, Channel: Excellent, Operating Rating: 59.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.54m (14.90ft), 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: $769,000, Roadway Improvement Cost: $457,000, Total Project Cost: $1,226,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 334053, Location: 2.0 MI E OF HELENA (Lat: 44.929314, Lng: -74.682167), Route carried "on" structure: County highway , Year Built: 1934, Year Reconstructed: 1983, Status: Open, Structure Length: 1.21m (3.97ft), Average Daily Traffic: 1,137 (year 2001), Truck Traffic: 6%, Average Future Daily Traffic: 1,517 (year 2021), Features Intersected: HUNKINS MARSH, Facility Carried by Structure: HELENA-BOMBAY RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 10.6m (34.8ft), Out-to-Out Width: 11.8m (38.7ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 78.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.2 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: 1.21m (3.97ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Bridge Improvement Cost: $167,000, Roadway Improvement Cost: $100,000, Total Project Cost: $267,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 334054, Location: 2 MILES SW OF HELENA (Lat: 44.896917, Lng: -74.757506), Route carried "on" structure: County highway , Year Built: 1999, Status: Open, Structure Length: 8.19m (26.87ft), Average Daily Traffic: 617 (year 2000), Truck Traffic: 6%, Average Future Daily Traffic: 823 (year 2020), Design Load: HS 25, Features Intersected: ST REGIS RIVER, Facility Carried by Structure: BRASHER FLS-HL RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 40.2m (131.9ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 9.3m (30.5ft) Condition: Deck: Satisfactory, Superstructure: Excellent, Substructure: Good, Channel: Very good, Operating Rating: 70.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: 8.19m (26.87ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2007, Bridge Improvement Cost: $167,000, Roadway Improvement Cost: $100,000, Total Project Cost: $267,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 334055, Location: 1 MI N OF NORTH LAWRENCE (Lat: 44.819961, Lng: -74.681686), Route carried "on" structure: County highway , Year Built: 1960, Status: Open, Structure Length: 1.88m (6.17ft), Average Daily Traffic: 682 (year 2003), Truck Traffic: 6%, Average Future Daily Traffic: 910 (year 2023), Features Intersected: DEER RIVER, Facility Carried by Structure: YOUMMELL 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: 18.2m (59.7ft), Curb-To-Curb Width: 6.6m (21.7ft), Out-to-Out Width: 7.2m (23.6ft) Condition: Deck: Poor, Superstructure: Poor, Substructure: Good, Channel: 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: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.88m (6.17ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2007, Bridge Improvement Cost: $296,000, Roadway Improvement Cost: $176,000, Total Project Cost: $472,000 ( Estimate for 2007), Deck Structure Type: Open Grating Find on map >>
Structure Number: 334056, Location: 3 MI N OF NORTH LAWRENCE (Lat: 44.844397, Lng: -74.686903), Route carried "on" structure: County highway , Year Built: 1962, Status: Open, Structure Length: 2.92m (9.58ft), Average Daily Traffic: 643 (year 2001), Truck Traffic: 6%, Average Future Daily Traffic: 858 (year 2021), Features Intersected: DEER RIVER, Facility Carried by Structure: YOUMMELL 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: 28.0m (91.9ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.2m (23.6ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 35.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.92m (9.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2006, Bridge Improvement Cost: $296,000, Roadway Improvement Cost: $176,000, Total Project Cost: $472,000 ( Estimate for 2007), Deck Structure Type: Open Grating Find on map >>
Structure Number: 334058, Location: LOCATED IN BRASHER IRON W (Lat: 44.892339, Lng: -74.693217), Route carried "on" structure: City street , Year Built: 1947, Status: Open, Structure Length: 2.92m (9.58ft), Average Daily Traffic: 244 (year 2003), Truck Traffic: 4%, Average Future Daily Traffic: 293 (year 2023), Features Intersected: DEER RIVER, Facility Carried by Structure: SMITH ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.5m (14.8ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 14.0m (45.9ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.8m (22.3ft) Condition: Deck: Fair, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 2.92m (9.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Bridge Improvement Cost: $434,000, Roadway Improvement Cost: $258,000, Total Project Cost: $692,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 33406, Location: 2.5 MI N OF NO LAWRENCE (Lat: 44.857936, Lng: -74.673425), Route carried "on" structure: City street , Year Built: 1989, Year Reconstructed: 2001, Status: Open, Structure Length: 3.01m (9.88ft), Average Daily Traffic: 91 (year 1996), Truck Traffic: 4%, Average Future Daily Traffic: 109 (year 2016), Design Load: HS 20, Features Intersected: DEER RIVER, Facility Carried by Structure: HURLEY ROAD 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: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 29.2m (95.8ft), Curb-To-Curb Width: 4.5m (14.8ft), Out-to-Out Width: 5.4m (17.7ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Very good, Channel: Very good, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 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: Equal to present desirable criteria, Length Of Structure Improvement: 3.01m (9.88ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2007, Bridge Improvement Cost: $434,000, Roadway Improvement Cost: $258,000, Total Project Cost: $692,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Discuss this city on our hugely popular New York forum Back to: Brasher, NY, New York, All US cities.
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