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Bridge Statistics for Ballston, New York (NY) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Ballston, NY, New York, New York forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 11 Total length: 14 meters (46ft) Total costs: $10,165,000 Total average daily traffic: 56,122 Total average daily truck traffic: 5,130 National Bridge Inventory (NBI) Registered Bridges for Ballston
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Find on map >>
Structure Number: 102633, Location: 1.2MI SW JCT 50 & 67 (Lat: 42.972306, Lng: -73.862656), Route carried "on" structure: State highway 50, Year Built: 1995, Status: Open, Structure Length: 2.68m (8.79ft), Average Daily Traffic: 10,024 (year 2006), Truck Traffic: 7%, Average Future Daily Traffic: 12,289 (year 2026), Design Load: HS 25, Features Intersected: MOURNING KILL Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.172, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.6m (84.0ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 12.8m (42.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 72.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.68m (8.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Bridge Improvement Cost: $599,000, Roadway Improvement Cost: $356,000, Total Project Cost: $955,000 ( 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: 102915, Location: RTE 67 & MORNING KILL (Lat: 42.985433, Lng: -73.931733), Route carried "on" structure: State highway 67, Year Built: 1959, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 8,175 (year 2006), Truck Traffic: 9%, Average Future Daily Traffic: 10,393 (year 2026), Features Intersected: MOURNING KILL Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.668, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.3m (33.8ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 68.9 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: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.67m (2.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2006, Bridge Improvement Cost: $202,000, Roadway Improvement Cost: $120,000, Total Project Cost: $322,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 105365, Location: 0.9 MI SE JCT RTS 50 & 67 (Lat: 42.975933, Lng: -73.847692), Route carried "on" structure: State highway 67, Year Built: 1993, Status: Open, Structure Length: 1.82m (5.97ft), Average Daily Traffic: 16,988 (year 2007), Truck Traffic: 13%, Average Future Daily Traffic: 22,191 (year 2027), Design Load: HS 20, Features Intersected: MORNING KILL Minimum Vertical Clearance: 4.57m (14.99ft), Kilometerpoint: 25.092, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.6m (34.8ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.0m (55.8ft), Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 11.3m (37.1ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 72.6 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: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.82m (5.97ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2006, Bridge Improvement Cost: $3,406,000, Roadway Improvement Cost: $1,976,000, Total Project Cost: $5,382,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 220255, Location: 3MI W BALSTON SPA (Lat: 42.985386, Lng: -73.933025), Route carried "on" structure: City street , Year Built: 1925, Year Reconstructed: 1995, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 159 (year 2002), Truck Traffic: 5%, Average Future Daily Traffic: 209 (year 2022), Design Load: HS 25, Features Intersected: MOURNING KILL, Facility Carried by Structure: FINLEY ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.0m (19.7ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.4m (21.0ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 73.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: 0.73m (2.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Bridge Improvement Cost: $1,011,000, Roadway Improvement Cost: $601,000, Total Project Cost: $1,612,000 ( Estimate for 2007), Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 330438, Location: 1.5 MI SW JCT NYS 50 & 67 (Lat: 42.970000, Lng: -73.879422), Route carried "on" structure: County highway , Year Built: 1998, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 2,573 (year 2002), Truck Traffic: 9%, Average Future Daily Traffic: 3,308 (year 2022), Design Load: HS 25, Features Intersected: MOURNING KILL, Facility Carried by Structure: MIDDLE LINE ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.6m (34.8ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.5m (37.7ft), Curb-To-Curb Width: 10.6m (34.8ft), Out-to-Out Width: 11.3m (37.1ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 89.8 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: Equal to present desirable 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: 1.28m (4.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2006, Bridge Improvement Cost: $176,000, Roadway Improvement Cost: $104,000, Total Project Cost: $280,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 330439, Location: 4 MI SW BALLSTON SPA (Lat: 42.973783, Lng: -73.920814), Route carried "on" structure: County highway , Year Built: 1991, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 629 (year 2002), Truck Traffic: 5%, Average Future Daily Traffic: 825 (year 2022), Features Intersected: MOURNING KILL, Facility Carried by Structure: HOP CITY ROAD 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), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.9m (29.2ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 77.5 metric tons, Inventory Rating: 32.6 metric tons, Structural Evaluation: Equal to present desirable 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: 0.76m (2.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2006, Bridge Improvement Cost: $146,000, Roadway Improvement Cost: $87,000, Total Project Cost: $233,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 330467, Location: .5 MI S JCT NY50 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: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), 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: 7.9m (25.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Inventory Rating: 86.2 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: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.88m (2.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2006, Bridge Improvement Cost: $290,000, Roadway Improvement Cost: $172,000, Total Project Cost: $462,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 330469, Location: 1.5 MI SW JCT SH50 & SH67 (Lat: 42.968467, Lng: -73.881253), Route carried "on" structure: City street , Year Built: 1950, Year Reconstructed: 2000, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 391 (year 2002), Truck Traffic: 5%, Average Future Daily Traffic: 513 (year 2022), Design Load: HS 25, Features Intersected: MOURNING KILL, Facility Carried by Structure: DEVILS LANE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 78.9 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: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.88m (2.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Bridge Improvement Cost: $290,000, Roadway Improvement Cost: $172,000, Total Project Cost: $462,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 33047, Location: BALLSTON SPA (Lat: 42.975917, Lng: -73.925042), Route carried "on" structure: City street , Year Built: 1949, Year Reconstructed: 1993, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 75 (year 2007), Truck Traffic: 5%, Average Future Daily Traffic: 98 , Design Load: H 20, Features Intersected: MOURNING KILL, Facility Carried by Structure: LASHER RD 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: 8.2m (26.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 8.8m (28.9ft) Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 63.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 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 minimum criteria, Length Of Structure Improvement: 0.88m (2.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2006, Bridge Improvement Cost: $86,000, Roadway Improvement Cost: $50,000, Total Project Cost: $136,000 ( Estimate for 2007), Deck Structure Type: Closed Grating, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 330471, Location: 2.2 MI S BALLSTON SPA (Lat: 42.956775, Lng: -73.848086), Route carried "on" structure: County highway , Year Built: 1990, Status: Open, Structure Length: 1.06m (3.48ft), Average Daily Traffic: 100 (year 2007), Truck Traffic: 5%, Average Future Daily Traffic: 131 , Design Load: HS 20, Features Intersected: BALLSTON CREEK, Facility Carried by Structure: OUTLET 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: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.0m (32.8ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 8.7m (28.5ft) Condition: Deck: Very good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 79.7 metric tons, Inventory Rating: 32.6 metric tons, 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: 1.06m (3.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2006, Bridge Improvement Cost: $201,000, Roadway Improvement Cost: $120,000, Total Project Cost: $321,000 ( Estimate for 2007), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 702917, Location: JCT RTE 67 & D&H RR (Lat: 42.975847, Lng: -73.847719), Route carried "under" structure: State highway 67, Year Built: 1916, Structure Length: 2.46m (8.07ft), Average Daily Traffic: 16,988 (year 2007), Truck Traffic: 7%, Features Intersected: RTE 67, MOURNING KILL, Facility Carried by Structure: DELAWARE & HUDSON Minimum Vertical Clearance: 4.49m (14.73ft), Kilometerpoint: 24.199, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 24.6m (80.7ft) Discuss this city on our hugely popular New York forum Back to: Ballston, NY, New York, All US cities.
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