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Bridge Statistics for Yates, New York (NY) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Yates, NY, New York, New York forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 10 Total length: 15 meters (49ft) Total costs: $4,354,000 Total average daily traffic: 2,736 Total average daily truck traffic: 162 Total future (year 2014) average daily traffic: 3,933 National Bridge Inventory (NBI) Registered Bridges for Yates
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Bridge Condition - Culverts Find on map >>
Structure Number: 10147, Location: 3.0MI E JCT RTS 18 + 269 (Lat: 43.347486, Lng: -78.405975), Route carried "on" structure: State highway 18, Year Built: 1929, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 833 (year 2007), Truck Traffic: 8%, Average Future Daily Traffic: 1,188 (year 2027), Features Intersected: MARSH CREEK WEST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.256, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), 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: 8.0m (26.2ft), Out-to-Out Width: 8.7m (28.5ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 93.4 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: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, 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, Inspection Date: September 2007, Bridge Improvement Cost: $154,000, Roadway Improvement Cost: $91,000, Total Project Cost: $245,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 33188, Location: 1.2 MI N ASHWOOD (Lat: 43.345383, Lng: -78.309489), Route carried "on" structure: County highway , Year Built: 1933, Year Reconstructed: 1969, Status: Open, Structure Length: 2.62m (8.60ft), Average Daily Traffic: 430 (year 2000), Truck Traffic: 6%, Average Future Daily Traffic: 706 (year 2020), Features Intersected: JOHNSON CREEK, Facility Carried by Structure: YATES CARLTON TLR 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: 2, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 8.2m (26.9ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 88.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.7 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.62m (8.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2006, Bridge Improvement Cost: $466,000, Roadway Improvement Cost: $277,000, Total Project Cost: $743,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 331882, Location: 1.5 MI E OF YATES CENTER (Lat: 43.335422, Lng: -78.358703), Route carried "on" structure: City street , Year Built: 1991, Status: Open, Structure Length: 3.50m (11.48ft), Average Daily Traffic: 246 (year 2000), Truck Traffic: 5%, Average Future Daily Traffic: 340 (year 2020), Design Load: HS 20, Features Intersected: JOHNSON CREEK, Facility Carried by Structure: BLOOD ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 34.1m (111.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.6m (28.2ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 76.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.50m (11.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Bridge Improvement Cost: $651,000, Roadway Improvement Cost: $387,000, Total Project Cost: $1,038,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 331883, Location: 1.5 MI SW OF LYNDONVILLE (Lat: 43.306053, Lng: -78.407564), Route carried "on" structure: City street , Year Built: 1956, Status: Open, Structure Length: 2.77m (9.09ft), Average Daily Traffic: 166 (year 2003), Truck Traffic: 5%, Average Future Daily Traffic: 230 (year 2023), Features Intersected: JOHNSON CREEK, Facility Carried by Structure: ANGLING 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: 2, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft) Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 41.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.1 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 desirable criteria, Length Of Structure Improvement: 2.77m (9.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2006, Bridge Improvement Cost: $493,000, Roadway Improvement Cost: $293,000, Total Project Cost: $786,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 331884, Location: 1.8 MI SW OF LYNDONVILLE (Lat: 43.306447, Lng: -78.417881), Route carried "on" structure: City street , Year Built: 1949, Status: Open, Structure Length: 1.73m (5.68ft), Average Daily Traffic: 211 (year 2003), Truck Traffic: 5%, Average Future Daily Traffic: 292 (year 2023), Features Intersected: JOHNSON CREEK, Facility Carried by Structure: MARSHALL 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: 2, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 8.2m (26.9ft) Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 81.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.6 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: 1.73m (5.68ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: October 2006, Underwater Inspection Date: September 2005, Bridge Improvement Cost: $308,000, Roadway Improvement Cost: $183,000, Total Project Cost: $491,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 331908, Location: 1.3 MI E SHADIGEE (Lat: 43.370031, Lng: -78.363903), Route carried "on" structure: County highway , Year Built: 1930, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 151 (year 1994), Truck Traffic: 5%, Average Future Daily Traffic: 209 (year 2014), Features Intersected: MARSH CREEK, Facility Carried by Structure: LAKE SHORE 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), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 8.0m (26.2ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 71.9 metric tons, Inventory Rating: 28.3 metric tons, 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: 0.94m (3.08ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2006, Bridge Improvement Cost: $164,000, Roadway Improvement Cost: $98,000, Total Project Cost: $262,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 331909, Location: 1.7 MI W SHADIGEE (Lat: 43.371953, Lng: -78.422292), Route carried "on" structure: County highway , Year Built: 1939, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 265 (year 2006), Truck Traffic: 5%, Average Future Daily Traffic: 367 (year 2026), Features Intersected: UNNAMED CREEK, Facility Carried by Structure: LAKESHORE RD 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), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 47.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.6 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: 0.67m (2.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2006, Bridge Improvement Cost: $119,000, Roadway Improvement Cost: $71,000, Total Project Cost: $190,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 3362, Location: 2.7 MI NNW ASHWOOD (Lat: 43.366097, Lng: -78.322783), Route carried "on" structure: County highway , Year Built: 1930, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 161 (year 2007), Truck Traffic: 5%, Average Future Daily Traffic: 223 (year 2027), Features Intersected: UNNAMED CREEK, Facility Carried by Structure: LAKE SHORE 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: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 10.3m (33.8ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 73.9 metric tons, Inventory Rating: 29.3 metric tons, 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: 0.67m (2.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2006, Bridge Improvement Cost: $114,000, Roadway Improvement Cost: $68,000, Total Project Cost: $182,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 336706, Location: QTR MILE NORTH OF RTE 18 (Lat: 43.362408, Lng: -78.339253), Route carried "on" structure: City street , Year Built: 1987, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 89 (year 2002), Truck Traffic: 5%, Average Future Daily Traffic: 123 (year 2022), Features Intersected: MARSH CREEK, Facility Carried by Structure: MORRISON 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: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.3m (10.8ft) Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 74.9 metric tons, Inventory Rating: 32.6 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: 0.67m (2.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2006, Bridge Improvement Cost: $114,000, Roadway Improvement Cost: $68,000, Total Project Cost: $182,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 336796, Location: 1.0 MI NORTH OF S.H.18 (Lat: 43.359847, Lng: -78.465569), Route carried "on" structure: County highway , Year Built: 1990, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 184 (year 2007), Truck Traffic: 5%, Average Future Daily Traffic: 255 (year 2027), Features Intersected: UNKNOWN CREEK, Facility Carried by Structure: NIAG-ORL CO LN RD 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 continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.3m (10.8ft) Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 74.9 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: 0.70m (2.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2006, Bridge Improvement Cost: $147,000, Roadway Improvement Cost: $88,000, Total Project Cost: $235,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Bituminous Discuss this city on our hugely popular New York forum Back to: Yates, NY, New York, All US cities.
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