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Bridge Statistics for Stockton, New York (NY) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Stockton, NY, New York, New York forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 24 Total length: 28 meters (92ft) Total costs: $9,527,000 Total average daily traffic: 20,342 Total average daily truck traffic: 1,654 Total future (year 2016) average daily traffic: 25,196 National Bridge Inventory (NBI) Registered Bridges for Stockton
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Bridge Condition - Culverts Find on map >>
Structure Number: 104711, Location: 1.6 MI NW OF STOCKTON (Lat: 42.337794, Lng: -79.368867), Route carried "on" structure: County highway , Year Built: 1929, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 396 (year 2007), Truck Traffic: 9%, Average Future Daily Traffic: 489 (year 2027), Features Intersected: TRIB BEAR CREEK, Facility Carried by Structure: COUNTY ROAD 70 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), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.3m (30.5ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Inventory Rating: 67.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: High priority of replacement, Length Of Structure Improvement: 0.70m (2.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2007, Bridge Improvement Cost: $187,000, Roadway Improvement Cost: $111,000, Total Project Cost: $298,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 104712, Location: 1.7 MI NW OF STOCKTON (Lat: 42.336406, Lng: -79.375136), Route carried "on" structure: County highway , Year Built: 1963, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 489 (year 2007), Truck Traffic: 9%, Average Future Daily Traffic: 604 (year 2027), Features Intersected: BEAR LAKE OUTLET, Facility Carried by Structure: COUNTY ROAD 70 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.2m (13.8ft) Condition: Channel: Very good, Culverts: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 67.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 0.98m (3.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2007, Bridge Improvement Cost: $192,000, Roadway Improvement Cost: $114,000, Total Project Cost: $306,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 104713, Location: 2.3 MI NW OF STOCKTON (Lat: 42.336011, Lng: -79.391708), Route carried "on" structure: County highway , Year Built: 1928, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 489 (year 2007), Truck Traffic: 9%, Average Future Daily Traffic: 604 (year 2027), Features Intersected: BEAR LAKE INLET, Facility Carried by Structure: COUNTY ROAD 70 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.7m (28.5ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 99.8 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: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 0.82m (2.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2007, Bridge Improvement Cost: $192,000, Roadway Improvement Cost: $114,000, Total Project Cost: $306,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 221278, Location: 0.4 MI N OF STOCKTON (Lat: 42.322953, Lng: -79.360225), Route carried "on" structure: City street , Year Built: 1978, Status: Open, Structure Length: 1.03m (3.38ft), Average Daily Traffic: 208 (year 2002), Truck Traffic: 6%, Average Future Daily Traffic: 259 (year 2022), Features Intersected: BEAR LAKE OUTLET, Facility Carried by Structure: MILL STREET 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: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 8.5m (27.9ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 79.3 metric tons, Inventory Rating: 32.6 metric tons, Structural Evaluation: Equal to 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: 1.03m (3.38ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2007, Bridge Improvement Cost: $192,000, Roadway Improvement Cost: $114,000, Total Project Cost: $306,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 22128, Location: 0.7 MI NE OF CENTRALIA (Lat: 42.266892, Lng: -79.338486), Route carried "on" structure: City street , Year Built: 1920, Year Reconstructed: 1989, Status: Open, Structure Length: 1.00m (3.28ft), Average Daily Traffic: 322 (year 2007), Truck Traffic: 6%, Average Future Daily Traffic: 401 (year 2027), Features Intersected: BR BEAR LK OUTLET, Facility Carried by Structure: JAMES 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: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 6.7m (22.0ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 49.0 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: High priority of corrective action, 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: May 2006, Bridge Improvement Cost: $146,000, Roadway Improvement Cost: $87,000, Total Project Cost: $233,000 ( Estimate for 2007), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 226709, Location: 1.6 MI NW HAMLET STOCKTON (Lat: 42.338169, Lng: -79.368461), Route carried "on" structure: City street , Year Built: 1935, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 314 (year 2007), Truck Traffic: 6%, Average Future Daily Traffic: 391 (year 2027), Features Intersected: TRIB BEAR CREEK, Facility Carried by Structure: BEAR LAKE 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), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 6.9m (22.6ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Inventory Rating: 70.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.73m (2.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2007, Bridge Improvement Cost: $200,000, Roadway Improvement Cost: $119,000, Total Project Cost: $319,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 304707, Location: 4.8 MILES NW OF GERRY (Lat: 42.243231, Lng: -79.313500), Route carried "on" structure: County highway , Year Built: 1940, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 2,048 (year 2003), Truck Traffic: 9%, Average Future Daily Traffic: 2,531 (year 2023), Features Intersected: BR CASSADAGA CRK, Facility Carried by Structure: COUNTY ROAD 70 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: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.8m (42.0ft), 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: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Fair, Operating Rating: 87.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 1.34m (4.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Bridge Improvement Cost: $239,000, Roadway Improvement Cost: $142,000, Total Project Cost: $381,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 304708, Location: AT CENTRALIA (Lat: 42.258267, Lng: -79.346536), Route carried "on" structure: County highway , Year Built: 1942, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 1,730 (year 2001), Truck Traffic: 9%, Average Future Daily Traffic: 2,138 (year 2021), Features Intersected: BUGBY BROOK, Facility Carried by Structure: COUNTY ROAD 380 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.7m (31.8ft), Curb-To-Curb Width: 10.8m (35.4ft), Out-to-Out Width: 10.9m (35.8ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Fair, Inventory Rating: 80.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 1.07m (3.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2007, Bridge Improvement Cost: $252,000, Roadway Improvement Cost: $150,000, Total Project Cost: $402,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 304709, Location: 2.6 MILES S OF STOCKTON (Lat: 42.281189, Lng: -79.353022), Route carried "on" structure: County highway , Year Built: 1988, Status: Open, Structure Length: 2.25m (7.38ft), Average Daily Traffic: 1,886 (year 2003), Truck Traffic: 9%, Average Future Daily Traffic: 2,331 (year 2023), Design Load: HS 20, Features Intersected: BEAR CREEK, Facility Carried by Structure: COUNTY ROAD 380 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: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.7m (67.9ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.0m (36.1ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 75.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 57.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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: 2.25m (7.38ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2007, Bridge Improvement Cost: $539,000, Roadway Improvement Cost: $320,000, Total Project Cost: $859,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 30471, Location: 1.9 MILES S OF STOCKTON (Lat: 42.290292, Lng: -79.353128), Route carried "on" structure: Alternate County highway , Year Built: 1991, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 1,956 (year 2003), Truck Traffic: 9%, Average Future Daily Traffic: 2,417 (year 2023), Design Load: HS 20, Features Intersected: TB BEAR LAKE CRK, Facility Carried by Structure: COUNTY ROAD 380 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), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft) Condition: Channel: Good, Culverts: Good, Operating Rating: 74.7 metric tons, Inventory Rating: 32.6 metric tons, Structural Evaluation: Better than present minimum criteria, 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 24 months, Inspection Date: September 2007, Bridge Improvement Cost: $166,000, Roadway Improvement Cost: $99,000, Total Project Cost: $265,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 332566, Location: 1.2 MI W. OF MOONS (Lat: 42.281444, Lng: -79.319853), Route carried "on" structure: City street , Year Built: 2007, Status: Open, Structure Length: 2.19m (7.19ft), Average Daily Traffic: 195 (year 1999), Truck Traffic: 6%, Average Future Daily Traffic: 243 (year 2019), Design Load: HS 25, Features Intersected: CASSADAGA CREEK, Facility Carried by Structure: WATERMAN 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: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.4m (66.9ft), Curb-To-Curb Width: 7.8m (25.6ft), Out-to-Out Width: 8.7m (28.5ft) Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Very good, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Superior 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: 2.19m (7.19ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: December 2007, Underwater Inspection Date: July 2002, Bridge Improvement Cost: $259,000, Roadway Improvement Cost: $154,000, Total Project Cost: $413,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Epoxy Find on map >>
Structure Number: 332569, Location: 0.5 MI W OF STOCKTON (Lat: 42.314425, Lng: -79.364272), Route carried "on" structure: County highway , Year Built: 1991, Status: Open, Structure Length: 1.67m (5.48ft), Average Daily Traffic: 1,310 (year 2005), Truck Traffic: 9%, Average Future Daily Traffic: 1,619 (year 2025), Design Load: HS 20, Features Intersected: FLAG CREEK, Facility Carried by Structure: STOCKTON 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: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.4m (53.8ft), Curb-To-Curb Width: 9.6m (31.5ft), Out-to-Out Width: 9.9m (32.5ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 64.4 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: 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: 1.67m (5.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2007, Bridge Improvement Cost: $359,000, Roadway Improvement Cost: $213,000, Total Project Cost: $572,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 33257, Location: 0.6 MI SW OF STOCKTON (Lat: 42.310308, Lng: -79.364528), Route carried "on" structure: City street , Year Built: 1930, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 65 (year 2007), Truck Traffic: 6%, Average Future Daily Traffic: 81 (year 2027), Features Intersected: FLAG CREEK, Facility Carried by Structure: CEMETERY 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: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.6m (11.8ft), Curb-To-Curb Width: 10.6m (34.8ft), Out-to-Out Width: 11.4m (37.4ft) Condition: Channel: Satisfactory, Culverts: Poor, Operating Rating: 71.6 metric tons, Inventory Rating: 19.5 metric tons, Structural Evaluation: Meets minimum limits, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.85m (2.79ft), Designated Inspection Frequency: Every 12 months, Inspection Date: August 2007, Bridge Improvement Cost: $470,000, Roadway Improvement Cost: $314,000, Total Project Cost: $784,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 332571, Location: 0.5 MI S. OF STOCKTON (Lat: 42.310244, Lng: -79.356100), Route carried "on" structure: City street , Year Built: 1940, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 65 (year 2007), Truck Traffic: 6%, Average Future Daily Traffic: 81 (year 2027), Features Intersected: BEAR CREEK, Facility Carried by Structure: CEMETERY ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.2m (13.8ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.4m (40.7ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 5.8m (19.0ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, 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: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.31m (4.30ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: July 2007, Critical Feature Inspection Date: July 2007, Bridge Improvement Cost: $166,000, Roadway Improvement Cost: $99,000, Total Project Cost: $265,000 ( Estimate for 2007), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 332575, Location: 1.8 MI S OF STOCKTON (Lat: 42.290825, Lng: -79.358833), Route carried "on" structure: City street , Year Built: 1993, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 146 (year 2007), Truck Traffic: 6%, Average Future Daily Traffic: 182 (year 2027), Design Load: HS 20, Features Intersected: BEAR LAKE OUTLET, Facility Carried by Structure: MUNGER 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: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 8.3m (27.2ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Fair, Inventory Rating: 83.5 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2007, Bridge Improvement Cost: $166,000, Roadway Improvement Cost: $99,000, Total Project Cost: $265,000 ( Estimate for 2007), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 332576, Location: 1 MILE WEST OF MOONS (Lat: 42.284086, Lng: -79.315600), Route carried "on" structure: County highway , Year Built: 1956, Year Reconstructed: 2005, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 828 (year 2006), Truck Traffic: 5%, Average Future Daily Traffic: 1,035 (year 2026), Features Intersected: CASSADAGA CREEK, Facility Carried by Structure: COUNTY ROAD 71 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: 15.2m (49.9ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.3m (24.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 96.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 57.2 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: Equal to present desirable criteria, Length Of Structure Improvement: 1.55m (5.09ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: November 2007, Critical Feature Inspection Date: November 2007, Bridge Improvement Cost: $245,000, Roadway Improvement Cost: $146,000, Total Project Cost: $391,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 332577, Location: 0.2 MI N OF S STOCKTON (Lat: 42.248264, Lng: -79.315172), Route carried "on" structure: County highway , Year Built: 1951, Status: Open, Structure Length: 2.19m (7.19ft), Average Daily Traffic: 711 (year 1999), Truck Traffic: 5%, Average Future Daily Traffic: 889 (year 2019), Features Intersected: CASSADAGA CREEK, Facility Carried by Structure: BURNHAMS 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: 21.6m (70.9ft), Curb-To-Curb Width: 5.7m (18.7ft), Out-to-Out Width: 6.0m (19.7ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 2.19m (7.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2007, Bridge Improvement Cost: $288,000, Roadway Improvement Cost: $171,000, Total Project Cost: $459,000 ( Estimate for 2007), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 332578, Location: .2 MILE WEST OF STOCKTON (Lat: 42.316200, Lng: -79.359525), Route carried "on" structure: County highway , Year Built: 1955, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 1,066 (year 2003), Truck Traffic: 9%, Average Future Daily Traffic: 1,317 (year 2023), Features Intersected: BEAR CREEK, Facility Carried by Structure: COUNTY ROAD 58 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: 13.1m (43.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.8m (28.9ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Poor, Operating Rating: 49.0 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: Equal to present desirable criteria, Length Of Structure Improvement: 1.37m (4.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2007, Bridge Improvement Cost: $261,000, Roadway Improvement Cost: $155,000, Total Project Cost: $416,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 332579, Location: 1.8 MI S OF CASSADAGA (Lat: 42.312036, Lng: -79.298936), Route carried "on" structure: City street , Year Built: 1969, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 198 (year 2006), Truck Traffic: 6%, Average Future Daily Traffic: 247 (year 2026), Features Intersected: CASSADAGA CREEK, Facility Carried by Structure: LUCE 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), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.5m (50.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.2m (26.9ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, 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: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.58m (5.18ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: September 2007, Critical Feature Inspection Date: September 2007, Bridge Improvement Cost: $281,000, Roadway Improvement Cost: $167,000, Total Project Cost: $448,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 33258, Location: .5 MILE SW OF CENTRALIA (Lat: 42.253522, Lng: -79.354958), Route carried "on" structure: County highway , Year Built: 1930, Year Reconstructed: 1970, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 1,292 (year 2001), Truck Traffic: 5%, Average Future Daily Traffic: 1,615 (year 2021), Features Intersected: BR CASSADAGA CRK, Facility Carried by Structure: BELLEVIEW ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.527, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 1 degrees, 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: 10.4m (34.1ft), Out-to-Out Width: 10.8m (35.4ft) Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Fair, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.82m (2.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2007, Bridge Improvement Cost: $281,000, Roadway Improvement Cost: $167,000, Total Project Cost: $448,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 332582, Location: 1.6 MI N OF STOCKTON (Lat: 42.339603, Lng: -79.365558), Route carried "on" structure: County highway , Year Built: 1933, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 1,801 (year 2003), Truck Traffic: 9%, Average Future Daily Traffic: 2,226 (year 2023), Features Intersected: TRIB BEAR CREEK, Facility Carried by Structure: COUNTY ROAD 73 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: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), 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: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 92.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 55.3 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.70m (2.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2007, Bridge Improvement Cost: $281,000, Roadway Improvement Cost: $167,000, Total Project Cost: $448,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 332583, Location: .9 MILE NE OF DEAN (Lat: 42.333797, Lng: -79.425333), Route carried "on" structure: County highway , Year Built: 1939, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 119 (year 2007), Truck Traffic: 5%, Average Future Daily Traffic: 149 (year 2027), Features Intersected: TRIB BEAR LAKE, Facility Carried by Structure: COUNTY ROAD 37 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), Skew: 3 degrees, 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: 7.1m (23.3ft), Out-to-Out Width: 7.5m (24.6ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Inventory Rating: 75.3 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.73m (2.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2007, Bridge Improvement Cost: $281,000, Roadway Improvement Cost: $167,000, Total Project Cost: $448,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 332585, Location: .2 MILE SW OF CENTRALIA (Lat: 42.256431, Lng: -79.350450), Route carried "on" structure: County highway , Year Built: 1969, Year Reconstructed: 1971, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 836 (year 2007), Truck Traffic: 9%, Average Future Daily Traffic: 1,033 (year 2027), Features Intersected: TRIB BUGBY BROOK, Facility Carried by Structure: COUNTY ROAD 57 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft) Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 74.7 metric tons, Inventory Rating: 32.6 metric tons, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 0.73m (2.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2007, Bridge Improvement Cost: $144,000, Roadway Improvement Cost: $86,000, Total Project Cost: $230,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 336755, Location: 3 MI S OF STOCKTON (Lat: 42.276233, Lng: -79.353106), Route carried "on" structure: County highway , Year Built: 1986, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 1,872 (year 1996), Truck Traffic: 9%, Average Future Daily Traffic: 2,314 (year 2016), Design Load: HS 20, Features Intersected: TRIB BEAR CREEK, Facility Carried by Structure: COUNTY ROAD 380 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: Aluminum, Iron, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.1m (6.9ft) Condition: Channel: Poor, Culverts: Good, Operating Rating: 74.0 metric tons, Inventory Rating: 32.6 metric tons, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 0.79m (2.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2007, Bridge Improvement Cost: $166,000, Roadway Improvement Cost: $99,000, Total Project Cost: $265,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Bituminous Discuss this city on our hugely popular New York forum Back to: Stockton, NY, New York, All US cities.
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