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Bridge Statistics for Ward, New York (NY) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Ward, NY, New York, New York forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 13 Total length: 18 meters (59ft) Total costs: $7,286,000 Total average daily traffic: 6,083 Total average daily truck traffic: 476 Total future (year 2010) average daily traffic: 8,213 National Bridge Inventory (NBI) Registered Bridges for Ward
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Find on map >>
Structure Number: 104289, Location: RT 244 W END PHILLIPS CRK (Lat: 42.257731, Lng: -77.896517), Route carried "on" structure: State highway 244, Year Built: 1993, Status: Open, Structure Length: 1.76m (5.77ft), Average Daily Traffic: 1,069 (year 2006), Truck Traffic: 8%, Average Future Daily Traffic: 1,445 (year 2026), Design Load: HS 25, Features Intersected: PHILLIPS CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.250, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.7m (54.8ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.4m (30.8ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 89.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.76m (5.77ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2007, Bridge Improvement Cost: $268,000, Roadway Improvement Cost: $160,000, Total Project Cost: $428,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 10429, Location: RT 244 E END PHILLIPS CRK (Lat: 42.257803, Lng: -77.887925), Route carried "on" structure: State highway 244, Year Built: 1993, Status: Open, Structure Length: 1.73m (5.68ft), Average Daily Traffic: 1,069 (year 2006), Truck Traffic: 8%, Average Future Daily Traffic: 1,445 (year 2026), Design Load: HS 25, Features Intersected: PHILLIPS CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.728, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.4m (53.8ft), Curb-To-Curb Width: 8.9m (29.2ft), Out-to-Out Width: 9.5m (31.2ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 89.8 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: 1.73m (5.68ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2007, Bridge Improvement Cost: $268,000, Roadway Improvement Cost: $160,000, Total Project Cost: $428,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 221503, Location: 0.8 MI W OF PHILLIPS CK (Lat: 42.253875, Lng: -77.908294), Route carried "on" structure: City street , Year Built: 1978, Year Reconstructed: 1999, Status: Open, Structure Length: 1.06m (3.48ft), Average Daily Traffic: 51 (year 2002), Truck Traffic: 6%, Average Future Daily Traffic: 67 (year 2022), Design Load: HS 25, Features Intersected: PHILLIPS CREEK, Facility Carried by Structure: WHITE ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 1 degrees, Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.0m (32.8ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 8.0m (26.2ft) Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Fair, Channel: Fair, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 73.5 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: 1.06m (3.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Bridge Improvement Cost: $286,000, Roadway Improvement Cost: $170,000, Total Project Cost: $456,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 221504, Location: 2.0 MI W OF PHILLIPS CK (Lat: 42.250425, Lng: -77.932308), Route carried "on" structure: City street , Year Built: 1935, Status: Open, Structure Length: 1.06m (3.48ft), Average Daily Traffic: 34 (year 2002), Truck Traffic: 6%, Average Future Daily Traffic: 44 (year 2022), Features Intersected: PHILLIPS CRK, Facility Carried by Structure: WATSON RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 3.9m (12.8ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 4.6m (15.1ft), Out-to-Out Width: 4.8m (15.7ft) Condition: Deck: Very good, Superstructure: Good, Substructure: Fair, Channel: Fair, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.06m (3.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2006, Bridge Improvement Cost: $286,000, Roadway Improvement Cost: $170,000, Total Project Cost: $456,000 ( Estimate for 2007), Deck Structure Type: Corrugated Steel Find on map >>
Structure Number: 221505, Location: 5.0 MI SW OF ALFRED (Lat: 42.199617, Lng: -77.846728), Route carried "on" structure: City street , Year Built: 1970, Year Reconstructed: 1981, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 80 (year 2002), Truck Traffic: 6%, Average Future Daily Traffic: 105 (year 2022), Features Intersected: ELM VALLEY CREEK, Facility Carried by Structure: BAKER RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.1m (16.7ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 6.5m (21.3ft), Out-to-Out Width: 6.7m (22.0ft) Condition: Deck: Good, Superstructure: Poor, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 76.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 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, Length Of Structure Improvement: 0.91m (2.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2006, Bridge Improvement Cost: $132,000, Roadway Improvement Cost: $79,000, Total Project Cost: $211,000 ( Estimate for 2007), Deck Structure Type: Corrugated Steel Find on map >>
Structure Number: 221506, Location: 1.1 MI W OF PHILLIPS CK. (Lat: 42.253906, Lng: -77.915200), Route carried "on" structure: City street , Year Built: 1971, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 52 (year 2002), Truck Traffic: 6%, Average Future Daily Traffic: 68 (year 2022), Features Intersected: PHILLIPS CREEK, Facility Carried by Structure: MULLIGAN ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township 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: 13.1m (43.0ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 8.0m (26.2ft) Condition: Deck: Very good, Superstructure: Good, Substructure: Fair, Channel: Satisfactory, Operating Rating: 78.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 46.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.37m (4.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2006, Bridge Improvement Cost: $132,000, Roadway Improvement Cost: $79,000, Total Project Cost: $211,000 ( Estimate for 2007), Deck Structure Type: Wood or Timber Find on map >>
Structure Number: 225603, Location: 7.2 MI. WEST OF ALFRED (Lat: 42.259289, Lng: -77.894294), Route carried "on" structure: City street , Year Built: 1985, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 37 (year 1998), Truck Traffic: 6%, Average Future Daily Traffic: 48 (year 2018), Features Intersected: PHILLIPS CREEK, Facility Carried by Structure: DECKER RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.1m (16.7ft), Skew: 2 degrees, Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 5.6m (18.4ft), Out-to-Out Width: 6.1m (20.0ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 48.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 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: 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: $146,000, Roadway Improvement Cost: $87,000, Total Project Cost: $233,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 333058, Location: 4.3 MI NE OF SCIO (Lat: 42.192750, Lng: -77.898650), Route carried "on" structure: County highway , Year Built: 1994, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 670 (year 2007), Truck Traffic: 8%, Average Future Daily Traffic: 906 (year 2027), Design Load: HS 25, Features Intersected: VANDERMARK CREEK, Facility Carried by Structure: COUNTY ROAD 10 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 3 degrees, Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.0m (45.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.4m (30.8ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Fair, 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: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.52m (4.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2006, Bridge Improvement Cost: $595,000, Roadway Improvement Cost: $354,000, Total Project Cost: $949,000 ( Estimate for 2007), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 333059, Location: 3.6 MI SW OF ALFRED (Lat: 42.235292, Lng: -77.857497), Route carried "on" structure: County highway , Year Built: 1994, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 672 (year 2002), Truck Traffic: 8%, Average Future Daily Traffic: 909 (year 2022), Design Load: HS 20, Features Intersected: VANDERMARK CREEK, Facility Carried by Structure: COUNTY ROAD 10 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.0m (45.9ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 9.5m (31.2ft) Condition: Deck: Very good, Superstructure: Excellent, Substructure: Very good, Channel: Satisfactory, 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: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.46m (4.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2006, Bridge Improvement Cost: $595,000, Roadway Improvement Cost: $354,000, Total Project Cost: $949,000 ( Estimate for 2007), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 33306, Location: 4.8 MI SW OF ALFRED (Lat: 42.223336, Lng: -77.872689), Route carried "on" structure: County highway , Year Built: 1994, Status: Open, Structure Length: 1.82m (5.97ft), Average Daily Traffic: 400 (year 1990), Truck Traffic: 8%, Average Future Daily Traffic: 541 (year 2010), Design Load: HS 25, Features Intersected: VANDERMARK CREEK, Facility Carried by Structure: COUNTY ROAD 10 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: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.7m (31.8ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Very good, Channel: Satisfactory, Operating Rating: 82.6 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: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.82m (5.97ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2006, Bridge Improvement Cost: $595,000, Roadway Improvement Cost: $354,000, Total Project Cost: $949,000 ( Estimate for 2007), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 333061, Location: 5.2 MI NE OF SCIO (Lat: 42.202375, Lng: -77.888700), Route carried "on" structure: County highway , Year Built: 1989, Status: Open, Structure Length: 1.98m (6.50ft), Average Daily Traffic: 674 (year 2007), Truck Traffic: 8%, Average Future Daily Traffic: 911 (year 2027), Features Intersected: VANDERMARK CREEK, Facility Carried by Structure: VANDERMARK 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), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.2m (63.0ft), Curb-To-Curb Width: 8.9m (29.2ft), Out-to-Out Width: 9.8m (32.2ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 58.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 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: 1.98m (6.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2006, Bridge Improvement Cost: $421,000, Roadway Improvement Cost: $251,000, Total Project Cost: $672,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 333062, Location: 4.5 MI SW OF ALFRED (Lat: 42.227436, Lng: -77.867358), Route carried "on" structure: County highway , Year Built: 1961, Year Reconstructed: 1995, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 605 (year 2007), Truck Traffic: 8%, Average Future Daily Traffic: 818 (year 2027), Design Load: HS 25, Features Intersected: VANDERMARK CREEK, Facility Carried by Structure: VANDERMARK 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), Skew: 2 degrees, Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.2m (26.9ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.2m (26.9ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 74.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 53.5 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: Somewhat better than minimum adequacy, Length Of Structure Improvement: 0.88m (2.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Bridge Improvement Cost: $421,000, Roadway Improvement Cost: $251,000, Total Project Cost: $672,000 ( Estimate for 2007), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 333063, Location: 4.6 MILES NE OF SCIO (Lat: 42.195517, Lng: -77.895814), Route carried "on" structure: County highway , Year Built: 1972, Status: Open, Structure Length: 1.85m (6.07ft), Average Daily Traffic: 670 (year 2007), Truck Traffic: 8%, Average Future Daily Traffic: 906 (year 2027), Features Intersected: VANDERMARK CREEK, Facility Carried by Structure: VANDERMARK 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), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.3m (56.8ft), Curb-To-Curb Width: 8.3m (27.2ft), Out-to-Out Width: 8.4m (27.6ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 58.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 1.85m (6.07ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2006, Bridge Improvement Cost: $421,000, Roadway Improvement Cost: $251,000, Total Project Cost: $672,000 ( Estimate for 2007), Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous Discuss this city on our hugely popular New York forum Back to: Ward, NY, New York, All US cities.
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