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Bridge Statistics for Newstead, New York (NY) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Newstead, NY, New York, New York forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 25 Total length: 77 meters (253ft) Total costs: $21,430,000 Total average daily traffic: 144,201 Total average daily truck traffic: 32,996 National Bridge Inventory (NBI) Registered Bridges for Newstead
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Bridge Condition - Culverts Find on map >>
Structure Number: 103476, Location: 4.8 MI N JCT RTS 93 + 267 (Lat: 43.080928, Lng: -78.517675), Route carried "on" structure: State highway 93, Year Built: 1932, Year Reconstructed: 1992, Status: Open, Structure Length: 2.46m (8.07ft), Average Daily Traffic: 3,281 (year 2007), Truck Traffic: 9%, Average Future Daily Traffic: 4,055 (year 2027), Design Load: HS 20, Features Intersected: LEDGE CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.811, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.8m (74.8ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.2m (30.2ft) Condition: Deck: Very good, Superstructure: Excellent, Substructure: Very good, Channel: Excellent, Operating Rating: 99.8 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: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.46m (8.07ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2006, Bridge Improvement Cost: $491,000, Roadway Improvement Cost: $292,000, Total Project Cost: $783,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 103477, Location: 2.4 MI N JCT RTS 93 + 267 (Lat: 43.046908, Lng: -78.512686), Route carried "on" structure: State highway 93, Year Built: 1960, Status: Open, Structure Length: 4.60m (15.09ft), Average Daily Traffic: 3,281 (year 2007), Truck Traffic: 9%, Average Future Daily Traffic: 4,055 (year 2027), Design Load: HS 20+Mod, Features Intersected: MURDER CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.800, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 22.2m (72.8ft), Curb or Sidewalk Widths: Left: 1.0m (3.3ft), Right: 1.0m (3.3ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 11.2m (36.7ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.1 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: Somewhat better than minimum adequacy, Length Of Structure Improvement: 4.60m (15.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2007, Bridge Improvement Cost: $491,000, Roadway Improvement Cost: $292,000, Total Project Cost: $783,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 221337, Location: 3.1 MI NW OF AKRON (Lat: 43.060161, Lng: -78.529642), Route carried "on" structure: City street , Year Built: 1999, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 290 (year 2000), Truck Traffic: 6%, Average Future Daily Traffic: 361 (year 2020), Features Intersected: MURDER CREEK TRIB, Facility Carried by Structure: GREENBUSH ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 1.8m (5.9ft) Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 73.7 metric tons, Inventory Rating: 36.7 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: 0.91m (2.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2006, Bridge Improvement Cost: $168,000, Roadway Improvement Cost: $100,000, Total Project Cost: $268,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 22681, Location: 1.0 MI. E. OF CEDAR ST. (Lat: 43.062050, Lng: -78.491194), Route carried "on" structure: Spur City street , Year Built: 1980, Status: Open, Structure Length: 0.97m (3.18ft), Average Daily Traffic: 314 (year 2006), Truck Traffic: 6%, Average Future Daily Traffic: 391 (year 2026), Features Intersected: LEDGE CREEK, Facility Carried by Structure: MARTIN ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Aluminum, Iron, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.5m (14.8ft) Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 75.8 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: 0.97m (3.18ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2006, Bridge Improvement Cost: $288,000, Roadway Improvement Cost: $172,000, Total Project Cost: $460,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 332626, Location: 3 MILES NW OF AKRON (Lat: 43.052653, Lng: -78.531053), Route carried "on" structure: County highway , Year Built: 1986, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 619 (year 1998), Truck Traffic: 5%, Average Future Daily Traffic: 774 (year 2018), Design Load: HS 20, Features Intersected: MURDER CREEK, Facility Carried by Structure: RAPIDS ROAD 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 continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.3m (10.8ft), Curb-To-Curb Width: 10.5m (34.4ft), Out-to-Out Width: 11.0m (36.1ft) Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 74.9 metric tons, Inventory Rating: 32.6 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.70m (2.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2006, Bridge Improvement Cost: $167,000, Roadway Improvement Cost: $99,000, Total Project Cost: $266,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 332645, Location: SE CORNER OF AKRON (Lat: 43.012156, Lng: -78.476797), Route carried "on" structure: County highway , Year Built: 1958, Status: Closed, Structure Length: 4.75m (15.58ft), Average Daily Traffic: 3,261 (year 1998), Truck Traffic: 9%, Average Future Daily Traffic: 4,030 (year 2018), Features Intersected: MURDER CREEK, Facility Carried by Structure: AKRON-CRITTENDEN Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.7m (31.8ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.8m (51.8ft), Curb or Sidewalk Widths: Left: 1.3m (4.3ft), Right: 0.8m (2.6ft), Curb-To-Curb Width: 9.7m (31.8ft), Out-to-Out Width: 12.3m (40.4ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 81.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.0 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 4.75m (15.58ft), Designated Inspection Frequency: Every 12 months, Inspection Date: May 2007, Bridge Improvement Cost: $1,872,000, Roadway Improvement Cost: $1,216,000, Total Project Cost: $3,088,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 332651, Location: 1.3 MI N OF N QUAD AKRON (Lat: 43.045781, Lng: -78.475300), Route carried "on" structure: County highway , Year Built: 1956, Year Reconstructed: 1965, Status: Posted for load-capacity, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 811 (year 1998), Truck Traffic: 5%, Average Future Daily Traffic: 1,014 (year 2018), Features Intersected: LEDGE CREEK, Facility Carried by Structure: SCOTLAND 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, Design/Construction: Frame, 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: 10.9m (35.8ft), Out-to-Out Width: 11.9m (39.0ft) Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 50.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum 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: 0.70m (2.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2006, Bridge Improvement Cost: $180,000, Roadway Improvement Cost: $107,000, Total Project Cost: $287,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 332652, Location: 2.7 MILES NORTH OF AKRON (Lat: 43.060036, Lng: -78.517653), Route carried "on" structure: County highway , Year Built: 1931, Year Reconstructed: 1960, Status: Posted for load, Structure Length: 2.28m (7.48ft), Average Daily Traffic: 333 (year 2000), Truck Traffic: 6%, Average Future Daily Traffic: 415 (year 2020), Features Intersected: MURDER CREEK, Facility Carried by Structure: SWIFT MILLS ROAD 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: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.2m (72.8ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.1m (26.6ft) Condition: Deck: Poor, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 27.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 13.6 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: Somewhat better than minimum adequacy, 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: 2.28m (7.48ft), 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: $404,000, Roadway Improvement Cost: $240,000, Total Project Cost: $644,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 332653, Location: 1 MI N OF NW QUAD AKRON (Lat: 43.041758, Lng: -78.523306), Route carried "on" structure: County highway , Year Built: 1941, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 443 (year 2000), Truck Traffic: 6%, Average Future Daily Traffic: 552 (year 2020), Features Intersected: BR MURDER CREEK, Facility Carried by Structure: MEAHL ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.8m (15.7ft), 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: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.3m (27.2ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Inventory Rating: 66.2 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: 0.70m (2.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2006, Bridge Improvement Cost: $404,000, Roadway Improvement Cost: $240,000, Total Project Cost: $644,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 332654, Location: 2.9 MI SW JCT SH93&TOW CK (Lat: 43.072222, Lng: -78.570200), Route carried "on" structure: County highway , Year Built: 1936, Status: Open, Structure Length: 1.00m (3.28ft), Average Daily Traffic: 104 (year 2005), Truck Traffic: 6%, Average Future Daily Traffic: 130 (year 2025), Features Intersected: BR TONAWANDA CRK, Facility Carried by Structure: BURDICK ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.8m (15.7ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.7m (31.8ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.3m (27.2ft) Condition: Deck: Poor, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 69.9 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: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 1.00m (3.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2006, Bridge Improvement Cost: $180,000, Roadway Improvement Cost: $107,000, Total Project Cost: $287,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 332655, Location: 2.3 MI W JCT SH93 &TOW CK (Lat: 43.091478, Lng: -78.563847), Route carried "on" structure: County highway , Year Built: 1937, Year Reconstructed: 1984, Status: Posted for load-capacity, Structure Length: 4.20m (13.78ft), Average Daily Traffic: 197 (year 2005), Truck Traffic: 6%, Average Future Daily Traffic: 245 (year 2025), Features Intersected: TONAWANDA CREEK, Facility Carried by Structure: BURDICK ROAD Minimum Vertical Clearance: 4.92m (16.14ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 40.5m (132.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 4.20m (13.78ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: July 2006, Critical Feature Inspection Date: July 2006, Bridge Improvement Cost: $745,000, Roadway Improvement Cost: $443,000, Total Project Cost: $1,188,000 ( Estimate for 2007), Deck Structure Type: Open Grating Find on map >>
Structure Number: 332656, Location: 4.2 MILES NORTH OF AKRON (Lat: 43.080233, Lng: -78.519025), Route carried "on" structure: County highway , Year Built: 1993, Status: Open, Structure Length: 3.16m (10.37ft), Average Daily Traffic: 280 (year 2000), Truck Traffic: 6%, Average Future Daily Traffic: 349 (year 2020), Design Load: HS 25, Features Intersected: MURDER CREEK, Facility Carried by Structure: TONAWANDA CRK 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), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.2m (30.2ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 57.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.16m (10.37ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2007, Bridge Improvement Cost: $745,000, Roadway Improvement Cost: $443,000, Total Project Cost: $1,188,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 332658, Location: 2.8 MILES NORTH OF AKRON (Lat: 43.073011, Lng: -78.499442), Route carried "on" structure: County highway , Year Built: 1938, Status: Posted for load-capacity, Structure Length: 1.00m (3.28ft), Average Daily Traffic: 759 (year 2000), Truck Traffic: 6%, Average Future Daily Traffic: 946 (year 2020), Features Intersected: LEDGE CREEK, Facility Carried by Structure: CEDAR STREET 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: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 8.5m (27.9ft) Condition: Deck: Poor, Superstructure: Fair, Substructure: Fair, Channel: Very good, Inventory Rating: 80.7 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: Meets minimum limits, Length Of Structure Improvement: 1.00m (3.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2006, Bridge Improvement Cost: $185,000, Roadway Improvement Cost: $110,000, Total Project Cost: $295,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 332659, Location: 3.6 MILES NORTH OF AKRON (Lat: 43.062383, Lng: -78.499675), Route carried "on" structure: County highway , Year Built: 1937, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 663 (year 1995), Truck Traffic: 6%, Average Future Daily Traffic: 826 (year 2015), Features Intersected: BRANCH MURDER CRK, Facility Carried by Structure: CEDAR STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.4m (17.7ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.4m (27.6ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 59.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 0.82m (2.69ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: September 2006, Underwater Inspection Date: June 2007, Bridge Improvement Cost: $185,000, Roadway Improvement Cost: $110,000, Total Project Cost: $295,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 33266, Location: 1.1 MI E JCT SH93 &TOW CK (Lat: 43.083139, Lng: -78.499308), Route carried "on" structure: Other road , Year Built: 1940, Year Reconstructed: 1962, Status: Posted for load, Structure Length: 3.77m (12.37ft), Average Daily Traffic: 663 (year 1995), Truck Traffic: 6%, Average Future Daily Traffic: 826 (year 2015), Features Intersected: TONAWANDA CREEK, Facility Carried by Structure: CEDAR ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.113, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.1m (16.7ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 36.5m (119.8ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 7.0m (23.0ft) Condition: Deck: Good, Superstructure: Serious, Substructure: Fair, Channel: Fair, Operating Rating: 27.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.1 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 3.77m (12.37ft), Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 12 months, Inspection Date: July 2007, Critical Feature Inspection Date: July 2007, Bridge Improvement Cost: $570,000, Roadway Improvement Cost: $339,000, Total Project Cost: $909,000 ( Estimate for 2007), Deck Structure Type: Open Grating Find on map >>
Structure Number: 332661, Location: 2 MILES NW OF CRITTENDEN (Lat: 42.961883, Lng: -78.518408), Route carried "on" structure: County highway , Year Built: 1941, Year Reconstructed: 1960, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 323 (year 2006), Truck Traffic: 6%, Average Future Daily Traffic: 402 (year 2026), Features Intersected: BR ELLICOTT CREEK, Facility Carried by Structure: BUCKWHEAT 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: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.0m (19.7ft), 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: 8.3m (27.2ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 86.2 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: 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: 0.70m (2.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2006, Bridge Improvement Cost: $570,000, Roadway Improvement Cost: $339,000, Total Project Cost: $909,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 332682, Location: 2.1 MILES NE OF AKRON (Lat: 43.047400, Lng: -78.481456), Route carried "on" structure: County highway , Year Built: 1961, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 1,002 (year 2000), Truck Traffic: 5%, Average Future Daily Traffic: 1,253 (year 2020), Features Intersected: LEDGE CREEK, Facility Carried by Structure: CARNEY 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, 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: 11.0m (36.1ft), Out-to-Out Width: 11.8m (38.7ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 62.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.2 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 desirable criteria, Length Of Structure Improvement: 0.70m (2.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2006, Bridge Improvement Cost: $287,000, Roadway Improvement Cost: $171,000, Total Project Cost: $458,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 332683, Location: 4.7 MILES NW OF AKRON (Lat: 43.065817, Lng: -78.570050), Route carried "on" structure: County highway , Year Built: 1955, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 104 (year 2005), Truck Traffic: 6%, Average Future Daily Traffic: 130 (year 2025), Features Intersected: BR TONAWANDA CRK, Facility Carried by Structure: BURDICK 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), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Slab, 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: 8.3m (27.2ft), Out-to-Out Width: 10.7m (35.1ft) Condition: Deck: Fair, Superstructure: Poor, Substructure: Fair, Channel: Fair, Operating Rating: 80.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.1 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: 0.73m (2.40ft), Designated Inspection Frequency: Every 12 months, Inspection Date: April 2007, Bridge Improvement Cost: $442,000, Roadway Improvement Cost: $295,000, Total Project Cost: $737,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 332881, Location: 4.5 MI N JCT US20 & SH358 (Lat: 42.956206, Lng: -78.533517), Route carried "on" structure: City street , Year Built: 1937, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 224 (year 2000), Truck Traffic: 6%, Average Future Daily Traffic: 279 (year 2020), Features Intersected: BR ELLICOTT CREEK, Facility Carried by Structure: POHL ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.1m (16.7ft), 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: 8.3m (27.2ft) Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Inventory Rating: 97.1 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: Equal to present minimum criteria, Length Of Structure Improvement: 0.85m (2.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2006, Bridge Improvement Cost: $246,000, Roadway Improvement Cost: $146,000, Total Project Cost: $392,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 551164, Location: .7 MI W JCT I90 & ERIE CL (Lat: 42.982281, Lng: -78.477864), Route carried "on" structure: County highway , Year Built: 1953, Status: Open, Structure Length: 7.22m (23.69ft), Average Daily Traffic: 2,612 (year 2005), Truck Traffic: 9%, Average Future Daily Traffic: 3,228 (year 2025), Design Load: HS 20+Mod, Features Intersected: RTE I90, Facility Carried by Structure: CRITTENDEN ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Toll Authority, Approaching Roadway Width: 7.9m (25.9ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 23.1m (75.8ft), Curb or Sidewalk Widths: Left: 0.8m (2.6ft), Right: 0.8m (2.6ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 10.0m (32.8ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.22m (23.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2006, Bridge Improvement Cost: $2,123,000, Roadway Improvement Cost: $1,232,000, Total Project Cost: $3,355,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Galvanized Reinforcing Find on map >>
Structure Number: 551165, Location: 2.5 MI W JCT I90 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Toll Authority, Approaching Roadway Width: 7.9m (25.9ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 22.2m (72.8ft), Curb or Sidewalk Widths: Left: 0.7m (2.3ft), Right: 0.7m (2.3ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 10.0m (32.8ft) Condition: Deck: Fair, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 46.3 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: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.37m (24.18ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2006, Bridge Improvement Cost: $1,318,000, Roadway Improvement Cost: $779,000, Total Project Cost: $2,097,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 551166, Location: 4.8 MI W JCT I90 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Toll Authority, Approaching Roadway Width: 9.1m (29.9ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 22.3m (73.2ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 10.1m (33.1ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 77.1 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: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 6.77m (22.21ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Bridge Improvement Cost: $1,318,000, Roadway Improvement Cost: $779,000, Total Project Cost: $2,097,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Galvanized Reinforcing Find on map >>
Structure Number: 551164, Location: .7 MI W JCT I90 & ERIE CL (Lat: 42.982281, Lng: -78.477864), Route carried "under" structure: Interstate 90, Year Built: 1953, Structure Length: 7.22m (23.69ft), Average Daily Traffic: 40,054 (year 2007), Truck Traffic: 26%, Features Intersected: RTE I90, Facility Carried by Structure: CRITTENDEN ROAD Minimum Vertical Clearance: 4.47m (14.67ft), Kilometerpoint: 40.579, Lanes on structure: 2, Lanes under structure: 4, Toll: On toll road, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.1m (75.8ft) Find on map >>
Structure Number: 551165, Location: 2.5 MI W JCT I90 Minimum Vertical Clearance: 4.44m (14.57ft), Kilometerpoint: 37.586, Lanes on structure: 2, Lanes under structure: 4, Toll: On toll road, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.2m (72.8ft) Find on map >>
Structure Number: 551166, Location: 4.8 MI W JCT I90 Minimum Vertical Clearance: 4.85m (15.91ft), Kilometerpoint: 34.079, Lanes on structure: 2, Lanes under structure: 4, Toll: On toll road, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.3m (73.2ft) Discuss this city on our hugely popular New York forum Back to: Newstead, NY, New York, All US cities.
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