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Bridge Statistics for Dover, New York (NY) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Dover, NY, New York, New York forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 18 Total length: 43 meters (141ft) Total costs: $17,442,000 Total average daily traffic: 35,131 Total average daily truck traffic: 2,744 Total future (year 2014) average daily traffic: 45,304 National Bridge Inventory (NBI) Registered Bridges for Dover
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Find on map >>
Structure Number: 101672, Location: 4.4 MI N RTE 55 WINGDALE (Lat: 41.701094, Lng: -73.583075), Route carried "on" structure: State highway 22, Year Built: 1938, Year Reconstructed: 1981, Status: Open, Structure Length: 2.28m (7.48ft), Average Daily Traffic: 7,791 (year 2006), Truck Traffic: 8%, Average Future Daily Traffic: 10,065 (year 2026), Design Load: HS 20, Features Intersected: SWAMP RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.938, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.7m (31.8ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 9.7m (31.8ft), Out-to-Out Width: 10.3m (33.8ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.5 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: Meets minimum limits, Length Of Structure Improvement: 2.28m (7.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Bridge Improvement Cost: $1,525,000, Roadway Improvement Cost: $908,000, Total Project Cost: $2,433,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 101673, Location: SOUTH OF DOVER PLAINS (Lat: 41.730375, Lng: -73.580061), Route carried "on" structure: State highway 22, Year Built: 1941, Status: Open, Structure Length: 6.30m (20.67ft), Average Daily Traffic: 7,791 (year 2006), Truck Traffic: 8%, Average Future Daily Traffic: 10,065 (year 2026), Design Load: HS 20, Features Intersected: MNRR HA LINE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.780, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 6 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.1m (65.9ft), Curb-To-Curb Width: 14.3m (46.9ft), Out-to-Out Width: 15.2m (49.9ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Inventory Rating: 61.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 6.30m (20.67ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Bridge Improvement Cost: $2,122,000, Roadway Improvement Cost: $1,232,000, Total Project Cost: $3,354,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 102721, Location: 2.9 MI E JCT SH 22 & SH55 (Lat: 41.645492, Lng: -73.527531), Route carried "on" structure: State highway 55, Year Built: 1932, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 2,612 (year 2005), Truck Traffic: 8%, Average Future Daily Traffic: 3,405 (year 2025), Design Load: H 20, Features Intersected: DEUEL HOLLOW BRK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 51.002, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.7m (28.5ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 66.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 0.79m (2.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Bridge Improvement Cost: $843,000, Roadway Improvement Cost: $502,000, Total Project Cost: $1,345,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 234291, Location: 0.4 MI S OF DOVER PLAINS (Lat: 41.735211, Lng: -73.575769), Route carried "on" structure: Other road , Year Built: 1900, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 248 (year 1998), Truck Traffic: 8%, Average Future Daily Traffic: 330 (year 2018), Features Intersected: WELLS BROOK, Facility Carried by Structure: NELLIE HILL ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.7m (18.7ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 5.6m (18.4ft), Out-to-Out Width: 6.1m (20.0ft) Condition: Deck: Poor, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 60.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 0.70m (2.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007, Bridge Improvement Cost: $96,000, Roadway Improvement Cost: $57,000, Total Project Cost: $153,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 234294, Location: 3.1 MI SW OF DOVER PLAINS (Lat: 41.697686, Lng: -73.610764), Route carried "on" structure: City street , Year Built: 1900, Year Reconstructed: 1992, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 100 (year 1957), Truck Traffic: 8%, Average Future Daily Traffic: 133 , Features Intersected: MILL RIVER, Facility Carried by Structure: RIDGE ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.2m (13.8ft), Skew: 1 degrees, Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 5.2m (17.1ft), Out-to-Out Width: 5.6m (18.4ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 58.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 0.82m (2.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Bridge Improvement Cost: $96,000, Roadway Improvement Cost: $57,000, Total Project Cost: $153,000 ( Estimate for 2007), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber Find on map >>
Structure Number: 33429, Location: 0.3MI NE DOVER PLAINS (Lat: 41.742100, Lng: -73.570592), Route carried "on" structure: City street , Year Built: 1986, Status: Open, Structure Length: 6.24m (20.47ft), Average Daily Traffic: 1,900 (year 1980), Truck Traffic: 5%, Average Future Daily Traffic: 1,900 (year 2000), Design Load: HS 20, Features Intersected: TEN MILE RIVER, 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: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.7m (67.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 11.0m (36.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 87.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.3 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: 6.24m (20.47ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Bridge Improvement Cost: $1,526,000, Roadway Improvement Cost: $908,000, Total Project Cost: $2,434,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 334292, Location: 1.5 MI SE OF DOVER PLAINS (Lat: 41.716286, Lng: -73.568964), Route carried "on" structure: City street , Year Built: 1940, Status: Posted for load, Structure Length: 3.93m (12.89ft), Average Daily Traffic: 1,226 (year 1998), Truck Traffic: 8%, Average Future Daily Traffic: 1,631 (year 2018), Design Load: H 20, Features Intersected: TENMILE RIVER, Facility Carried by Structure: LIME KILN ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 38.1m (125.0ft), Curb or Sidewalk Widths: Left: 0.7m (2.3ft), Right: 0.7m (2.3ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.5m (31.2ft) Condition: Deck: Poor, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 36.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 20.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 3.93m (12.89ft), Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 12 months, Inspection Date: August 2007, Critical Feature Inspection Date: August 2007, Bridge Improvement Cost: $825,000, Roadway Improvement Cost: $491,000, Total Project Cost: $1,316,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 334293, Location: 3.2 MI SW OF DOVER PLNS (Lat: 41.690261, Lng: -73.591219), Route carried "on" structure: County highway , Year Built: 1938, Year Reconstructed: 1999, Status: Open, Structure Length: 1.61m (5.28ft), Average Daily Traffic: 571 (year 1998), Truck Traffic: 8%, Average Future Daily Traffic: 759 (year 2018), Design Load: HS 25, Features Intersected: MILL RIVER, Facility Carried by Structure: SWAMP RIVER 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: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 83.4 metric tons, Inventory Rating: 40.8 metric tons, 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 minimum criteria, Length Of Structure Improvement: 1.61m (5.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Bridge Improvement Cost: $304,000, Roadway Improvement Cost: $181,000, Total Project Cost: $485,000 ( Estimate for 2007), Deck Structure Type: Open Grating, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 334295, Location: 3.3 MI SW OF DOVER PLNS (Lat: 41.695419, Lng: -73.608806), Route carried "on" structure: City street , Year Built: 1900, Status: Posted for load, Structure Length: 0.97m (3.18ft), Average Daily Traffic: 110 (year 1957), Truck Traffic: 8%, Average Future Daily Traffic: 146 , Features Intersected: COOPERTOWN BROOK, Facility Carried by Structure: RIDGE ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 3.3m (10.8ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 4.2m (13.8ft), Out-to-Out Width: 4.8m (15.7ft) Condition: Deck: Poor, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 7.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 4.5 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: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 0.97m (3.18ft), Designated Inspection Frequency: Every 12 months, Inspection Date: May 2007, Bridge Improvement Cost: $105,000, Roadway Improvement Cost: $62,000, Total Project Cost: $167,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 334296, Location: .6 MILE NE OF WEBATUCK (Lat: 41.663008, Lng: -73.559394), Route carried "on" structure: City street , Year Built: 1937, Year Reconstructed: 1999, Status: Open, Structure Length: 3.38m (11.09ft), Average Daily Traffic: 2,647 (year 1998), Truck Traffic: 8%, Average Future Daily Traffic: 3,521 (year 2018), Design Load: HS 25, Features Intersected: TENMILE RIVER, Facility Carried by Structure: REAGANS MILLS 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: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 32.6m (107.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 11.2m (36.7ft) Condition: Deck: Very 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: 45.4 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 minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 3.38m (11.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2006, Bridge Improvement Cost: $105,000, Roadway Improvement Cost: $62,000, Total Project Cost: $167,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 334297, Location: 3.2 MI SW OF DOVER PLNS (Lat: 41.695292, Lng: -73.607992), Route carried "on" structure: City street , Year Built: 1910, Year Reconstructed: 1981, Status: Open, Structure Length: 1.49m (4.89ft), Average Daily Traffic: 449 (year 1998), Truck Traffic: 8%, Average Future Daily Traffic: 597 (year 2018), Design Load: HS 20, Features Intersected: MILL RIVER, Facility Carried by Structure: CHESTNUT RIDGE RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 3.6m (11.8ft), 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: 14.0m (45.9ft), Curb-To-Curb Width: 4.5m (14.8ft), Out-to-Out Width: 4.8m (15.7ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 82.5 metric tons, Inventory Rating: 32.6 metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 1.49m (4.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Bridge Improvement Cost: $161,000, Roadway Improvement Cost: $96,000, Total Project Cost: $257,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 334298, Location: .9 MILE EAST OF WEBATUCK (Lat: 41.653892, Lng: -73.538581), Route carried "on" structure: County highway , Year Built: 1931, Status: Open, Structure Length: 3.35m (10.99ft), Average Daily Traffic: 2,079 (year 1998), Truck Traffic: 8%, Average Future Daily Traffic: 2,765 (year 2018), Design Load: H 20, Features Intersected: TENMILE RIVER, Facility Carried by Structure: DOGTAIL CORNRS RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 2, Length of Maximum Span: 16.4m (53.8ft), 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: Satisfactory, Channel: Very good, Operating Rating: 38.1 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 3.35m (10.99ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: August 2007, Critical Feature Inspection Date: August 2007, Bridge Improvement Cost: $602,000, Roadway Improvement Cost: $358,000, Total Project Cost: $960,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 3343, Location: 2.7 MI NW OF WINGDALE (Lat: 41.683761, Lng: -73.581244), Route carried "on" structure: County highway , Year Built: 2001, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 630 (year 2000), Truck Traffic: 8%, Average Future Daily Traffic: 838 (year 2020), Design Load: HS 25, Features Intersected: SWAMP RIVER, Facility Carried by Structure: DOVER FURNACE RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.4m (27.6ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.8m (48.6ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 9.2m (30.2ft) Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Very good, Operating Rating: 74.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.58m (5.18ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2006, Bridge Improvement Cost: $602,000, Roadway Improvement Cost: $358,000, Total Project Cost: $960,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 334303, Location: 1.2 W OF WINGDALE (Lat: 41.643917, Lng: -73.592433), Route carried "on" structure: County highway , Year Built: 1949, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 2,022 (year 1998), Truck Traffic: 8%, Average Future Daily Traffic: 2,636 (year 2018), Features Intersected: BURTON BROOK, Facility Carried by Structure: COUNTY ROAD 21 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: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.9m (12.8ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 18.5m (60.7ft) Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 72.7 metric tons, Inventory Rating: 32.6 metric tons, 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: 0.79m (2.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Bridge Improvement Cost: $325,000, Roadway Improvement Cost: $193,000, Total Project Cost: $518,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 334304, Location: AT WINGDALE (Lat: 41.646964, Lng: -73.568506), Route carried "on" structure: County highway , Year Built: 1988, Status: Open, Structure Length: 1.88m (6.17ft), Average Daily Traffic: 2,910 (year 2005), Truck Traffic: 8%, Average Future Daily Traffic: 3,793 (year 2025), Design Load: HS 20, Features Intersected: SWAMP RIVER, Facility Carried by Structure: COUNTY ROAD 21 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), 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: 18.2m (59.7ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.0m, Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.2m (36.7ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 74.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.5 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 1.88m (6.17ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Bridge Improvement Cost: $470,000, Roadway Improvement Cost: $280,000, Total Project Cost: $750,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 334307, Location: 1.5 MI S OF DOVER PLNS (Lat: 41.715494, Lng: -73.575581), Route carried "on" structure: County highway , Year Built: 1900, Status: Open, Structure Length: 1.92m (6.30ft), Average Daily Traffic: 821 (year 1998), Truck Traffic: 8%, Average Future Daily Traffic: 1,092 (year 2018), Features Intersected: SWAMP RIVER, Facility Carried by Structure: COUNTY ROAD 6 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: 8.8m (28.9ft), Curb-To-Curb Width: 5.6m (18.4ft), Out-to-Out Width: 6.2m (20.3ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.92m (6.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Bridge Improvement Cost: $265,000, Roadway Improvement Cost: $158,000, Total Project Cost: $423,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 370207, Location: 2.7 MI NW OF WINGDALE (Lat: 41.683811, Lng: -73.583789), Route carried "on" structure: County highway , Year Built: 1915, Status: Posted for load, Structure Length: 3.90m (12.80ft), Average Daily Traffic: 378 (year 1994), Truck Traffic: 8%, Average Future Daily Traffic: 503 (year 2014), Features Intersected: MNRR HA LINE, Facility Carried by Structure: DOVER FURNACE RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: Railroad, Maintenance Responsibility: County Highway Agency, Approaching Roadway Width: 4.5m (14.8ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 17.0m (55.8ft), Curb-To-Curb Width: 4.7m (15.4ft), Out-to-Out Width: 5.3m (17.4ft) Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Operating Rating: 5.0 metric tons, Inventory Rating: 5.0 metric tons, Structural Evaluation: High priority of corrective action, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: High priority of corrective action, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 3.90m (12.80ft), Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 12 months, Inspection Date: June 2007, Critical Feature Inspection Date: June 2007, Bridge Improvement Cost: $465,000, Roadway Improvement Cost: $276,000, Total Project Cost: $741,000 ( Estimate for 2007), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber Find on map >>
Structure Number: 552175, Location: 0.7 MI.S WINGDALE (Lat: 41.637864, Lng: -73.574075), Route carried "on" structure: Other road , Year Built: 1930, Status: Open, Structure Length: 2.01m (6.59ft), Average Daily Traffic: 846 (year 1994), Truck Traffic: 8%, Average Future Daily Traffic: 1,125 (year 2014), Features Intersected: SWAMP RIVER, Facility Carried by Structure: WHEELER RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Private, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 6.4m (21.0ft), Out-to-Out Width: 8.8m (28.9ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 65.2 metric tons, Inventory Rating: 17.3 metric tons, Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 2.01m (6.59ft), Designated Inspection Frequency: Every 12 months, Inspection Date: April 2003, Bridge Improvement Cost: $517,000, Roadway Improvement Cost: $309,000, Total Project Cost: $826,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Discuss this city on our hugely popular New York forum Back to: Dover, NY, New York, All US cities.
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