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Bridge Statistics for Johnstown, New York (NY) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Johnstown, 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: $5,516,000 Total average daily traffic: 13,564 Total average daily truck traffic: 823 Total future (year 2013) average daily traffic: 16,784 National Bridge Inventory (NBI) Registered Bridges for Johnstown
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Find on map >>
Structure Number: 100805, Location: 0.5 MI SE JCT SH 10 & SH (Lat: 43.066306, Lng: -74.485314), Route carried "on" structure: State highway 10A, Year Built: 1933, Year Reconstructed: 1972, Status: Open, Structure Length: 1.43m (4.69ft), Average Daily Traffic: 468 (year 2007), Truck Traffic: 6%, Average Future Daily Traffic: 577 (year 2027), Design Load: HS 20, Features Intersected: CAROGA CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.947, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.1m (43.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.8m (28.9ft) Condition: Deck: Serious, Superstructure: Poor, Substructure: Fair, Channel: Satisfactory, 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: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.43m (4.69ft), Designated Inspection Frequency: Every 12 months, Inspection Date: August 2007, Bridge Improvement Cost: $273,000, Roadway Improvement Cost: $162,000, Total Project Cost: $435,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 101993, Location: 4.0MI SE JCT RTS 10 & 29A (Lat: 43.098081, Lng: -74.438103), Route carried "on" structure: State highway 29A, Year Built: 1998, Status: Open, Structure Length: 2.37m (7.78ft), Average Daily Traffic: 2,502 (year 2005), Truck Traffic: 7%, Average Future Daily Traffic: 3,062 (year 2025), Design Load: HS 25, Features Intersected: PECKS CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 36.191, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.3m (33.8ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.5m (73.8ft), Curb-To-Curb Width: 10.3m (33.8ft), Out-to-Out Width: 11.3m (37.1ft) Condition: Deck: Good, Superstructure: Excellent, Substructure: Excellent, Channel: Excellent, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 81.6 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 minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.37m (7.78ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2006, Bridge Improvement Cost: $273,000, Roadway Improvement Cost: $162,000, Total Project Cost: $435,000 ( 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: 104615, Location: 1.9 MI SW JCT SH334 &SH67 (Lat: 42.986886, Lng: -74.429850), Route carried "on" structure: State highway 334, Year Built: 1982, Status: Open, Structure Length: 2.43m (7.97ft), Average Daily Traffic: 1,295 (year 2005), Truck Traffic: 6%, Average Future Daily Traffic: 1,597 (year 2025), Design Load: HS 20, Features Intersected: CAYADUTTA CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.471, Lanes on structure: 2, Base Highway Network: Yes, Owner: State 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: 22.8m (74.8ft), Curb-To-Curb Width: 10.3m (33.8ft), Out-to-Out Width: 11.0m (36.1ft) Condition: Deck: Good, Superstructure: Excellent, Substructure: Excellent, Channel: Very good, Operating Rating: 98.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 59.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior 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: 2.43m (7.97ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2006, Bridge Improvement Cost: $354,000, Roadway Improvement Cost: $211,000, Total Project Cost: $565,000 ( 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: 104616, Location: 15 MI SW JCT RTS 334+67 (Lat: 42.989919, Lng: -74.430922), Route carried "on" structure: State highway 334, Year Built: 1967, Status: Open, Structure Length: 1.03m (3.38ft), Average Daily Traffic: 1,295 (year 2005), Truck Traffic: 5%, Average Future Daily Traffic: 1,606 (year 2025), Design Load: HS 20, Features Intersected: CRUM CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.878, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.9m (35.8ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 10.6m (34.8ft), Out-to-Out Width: 11.5m (37.7ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 77.8 metric tons, Inventory Rating: 32.6 metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.03m (3.38ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Bridge Improvement Cost: $258,000, Roadway Improvement Cost: $154,000, Total Project Cost: $412,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 220396, Location: 4.0 MI SE OF CAROGA LAKE (Lat: 43.100764, Lng: -74.434353), Route carried "on" structure: City street , Year Built: 1930, Status: Posted for load, Structure Length: 1.21m (3.97ft), Average Daily Traffic: 39 (year 1997), Truck Traffic: 5%, Average Future Daily Traffic: 48 (year 2017), Features Intersected: PECKS CREEK, Facility Carried by Structure: PECKS 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: 5.1m (16.7ft), Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.9m (35.8ft), Curb-To-Curb Width: 5.2m (17.1ft), Out-to-Out Width: 5.8m (19.0ft) Condition: Deck: Serious, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 9.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Structural Evaluation: High priority of corrective action, Deck Geometry: High priority of corrective action, Waterway Adequacy: Meets minimum limits, 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: 1.21m (3.97ft), Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 12 months, Inspection Date: May 2007, Critical Feature Inspection Date: May 2007, Bridge Improvement Cost: $96,000, Roadway Improvement Cost: $57,000, Total Project Cost: $153,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 220442, Location: IN JOHNSTOWN (Lat: 43.009511, Lng: -74.376994), Route carried "on" structure: Business City street , Year Built: 1977, Year Reconstructed: 1978, Status: Open, Structure Length: 1.64m (5.38ft), Average Daily Traffic: 5,998 (year 1906), Truck Traffic: 6%, Average Future Daily Traffic: 7,473 , Design Load: H 20, Features Intersected: CAYADUTTA CREEK, Facility Carried by Structure: US 29 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.965, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.5m (37.7ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.4m (53.8ft), Curb or Sidewalk Widths: Left: 3.4m (11.2ft), Right: 3.4m (11.2ft), Curb-To-Curb Width: 11.8m (38.7ft), Out-to-Out Width: 19.3m (63.3ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 66.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 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: Meets minimum limits, Length Of Structure Improvement: 1.64m (5.38ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Bridge Improvement Cost: $448,000, Roadway Improvement Cost: $266,000, Total Project Cost: $714,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 330682, Location: 2 MI NE OF GLOVERSVILLE (Lat: 43.089386, Lng: -74.308217), Route carried "on" structure: County highway , Year Built: 2003, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 949 (year 2005), Truck Traffic: 7%, Average Future Daily Traffic: 1,161 (year 2025), Features Intersected: WATERWORKS CREEK, Facility Carried by Structure: COUNTY ROAD 102 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: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 9.5m (31.2ft) Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Fair, Structural Evaluation: High priority of corrective action, 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: 0.67m (2.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Bridge Improvement Cost: $137,000, Roadway Improvement Cost: $82,000, Total Project Cost: $219,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 330694, Location: 1.5 MI SE OF KECKS CENTER (Lat: 42.990711, Lng: -74.440914), Route carried "on" structure: County highway , Year Built: 1936, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 440 (year 2006), Truck Traffic: 6%, Average Future Daily Traffic: 543 (year 2026), Design Load: H 20, Features Intersected: KECK CENTER CREEK, Facility Carried by Structure: COUNTY ROAD 116 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), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 7.7m (25.3ft), Out-to-Out Width: 8.5m (27.9ft) Condition: Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 74.3 metric tons, Inventory Rating: 32.6 metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.76m (2.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Bridge Improvement Cost: $141,000, Roadway Improvement Cost: $84,000, Total Project Cost: $225,000 ( Estimate for 2007), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 33582, Location: 4MI S OF ST RT 10/29A INT (Lat: 43.079253, Lng: -74.477947), Route carried "on" structure: City street , Year Built: 1994, Status: Open, Structure Length: 1.18m (3.87ft), Average Daily Traffic: 230 (year 2002), Truck Traffic: 5%, Average Future Daily Traffic: 285 (year 2022), Design Load: HS 20, Features Intersected: PECKS CREEK, Facility Carried by Structure: NORTH BUSH 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: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.5m (37.7ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.9m (25.9ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 42.6 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: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 1.18m (3.87ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Bridge Improvement Cost: $494,000, Roadway Improvement Cost: $292,000, Total Project Cost: $786,000 ( Estimate for 2007), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber Find on map >>
Structure Number: 336618, Location: AT NORTHBUSH (Lat: 43.073731, Lng: -74.491422), Route carried "on" structure: City street , Year Built: 1978, Status: Open, Structure Length: 1.24m (4.07ft), Average Daily Traffic: 174 (year 1993), Truck Traffic: 5%, Average Future Daily Traffic: 216 (year 2013), Design Load: H 20, Features Intersected: CAROGA CREEK, Facility Carried by Structure: CAPE HORN 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: 11.5m (37.7ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.3m (24.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Poor, Channel: Fair, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 1.24m (4.07ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Bridge Improvement Cost: $494,000, Roadway Improvement Cost: $292,000, Total Project Cost: $786,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 336619, Location: AT NORTHBUSH (Lat: 43.075286, Lng: -74.491167), Route carried "on" structure: City street , Year Built: 1978, Status: Open, Structure Length: 0.97m (3.18ft), Average Daily Traffic: 174 (year 1993), Truck Traffic: 5%, Average Future Daily Traffic: 216 (year 2013), Design Load: H 20, Features Intersected: CAROGA CREEK, Facility Carried by Structure: CAPE HORN ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.7m (18.7ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.3m (24.0ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 58.1 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 minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 0.97m (3.18ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Bridge Improvement Cost: $494,000, Roadway Improvement Cost: $292,000, Total Project Cost: $786,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Discuss this city on our hugely popular New York forum Back to: Johnstown, NY, New York, All US cities.
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