 |
 |
Bridge Statistics for Wappinger, New York (NY) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Wappinger, NY, New York, New York forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 12 Total length: 25 meters (82ft) Total costs: $13,723,000 Total average daily traffic: 112,896 Total average daily truck traffic: 6,958 National Bridge Inventory (NBI) Registered Bridges for Wappinger
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Bridge Condition - Culverts Find on map >>
Structure Number: 100522, Location: 5.4 MI N JCT RTS 9 & 52 (Lat: 41.608842, Lng: -73.911286), Route carried "on" structure: US 9, Year Built: 1990, Status: Open, Structure Length: 6.49m (21.29ft), Average Daily Traffic: 35,873 (year 1999), Truck Traffic: 6%, Average Future Daily Traffic: 46,674 (year 2019), Design Load: HS 20, Features Intersected: WAPPINGER LAKE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 175.864, Lanes on structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 10.9m (35.8ft), Skew: 20 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 31.6m (103.7ft), Curb-To-Curb Width: 22.7m (74.5ft), Out-to-Out Width: 28.5m (93.5ft) 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: 45.4 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.49m (21.29ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: December 2006, Underwater Inspection Date: June 2003, Bridge Improvement Cost: $4,091,000, Roadway Improvement Cost: $2,375,000, Total Project Cost: $6,466,000 ( 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: 100637, Location: 5.8 MI N.JCT 9D+I84 (Lat: 41.566750, Lng: -73.936892), Route carried "on" structure: State highway 9D, Year Built: 1984, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 19,550 (year 2006), Truck Traffic: 6%, Average Future Daily Traffic: 25,437 (year 2026), Design Load: HS 20, Features Intersected: HUNTER CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.521, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.1m (39.7ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.1m (39.7ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 12.9m (42.3ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 83.5 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.31m (4.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Bridge Improvement Cost: $1,069,000, Roadway Improvement Cost: $636,000, Total Project Cost: $1,705,000 ( 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: 103229, Location: 1.9 MI N JCT SH 52 & SH82 (Lat: 41.564675, Lng: -73.847900), Route carried "on" structure: State highway 82, Year Built: 1934, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 10,760 (year 2007), Truck Traffic: 6%, Average Future Daily Traffic: 14,019 (year 2027), Design Load: H 20, Features Intersected: SPROUT CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.171, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.9m (85.0ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.5m (31.2ft) Condition: Deck: Poor, Superstructure: Poor, Substructure: Fair, Channel: Poor, Operating Rating: 50.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 20.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 2.74m (8.99ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: May 2007, Critical Feature Inspection Date: May 2007, Bridge Improvement Cost: $576,000, Roadway Improvement Cost: $343,000, Total Project Cost: $919,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 107273, Location: 2.5MI SE OF NEW HACKENSAC (Lat: 41.620692, Lng: -73.867597), Route carried "on" structure: State highway 376D, Year Built: 1982, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 8,746 (year 1997), Truck Traffic: 6%, Average Future Daily Traffic: 11,395 (year 2017), Design Load: HS 20, Features Intersected: BIG BLACK STREAM Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 173.048, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.5m (37.7ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 10.9m (35.8ft), Out-to-Out Width: 12.1m (39.7ft) Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 74.7 metric tons, Inventory Rating: 32.6 metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 0.67m (2.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, 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: 334396, Location: 1 MI W OF NEW HACKENSACK (Lat: 41.624894, Lng: -73.892889), Route carried "on" structure: County highway , Year Built: 1955, Status: Open, Structure Length: 3.26m (10.70ft), Average Daily Traffic: 7,953 (year 2005), Truck Traffic: 6%, Average Future Daily Traffic: 10,362 (year 2025), Features Intersected: WAPPINGER CREEK, Facility Carried by Structure: COUNTY ROAD 110 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: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 31.6m (103.7ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.7m (31.8ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 91.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 54.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 3.26m (10.70ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Bridge Improvement Cost: $221,000, Roadway Improvement Cost: $132,000, Total Project Cost: $353,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete Find on map >>
Structure Number: 334397, Location: 2.4 MI SE OF NEW HACKSACK (Lat: 41.617264, Lng: -73.823800), Route carried "on" structure: City street , Year Built: 1993, Status: Open, Structure Length: 2.01m (6.59ft), Average Daily Traffic: 3,597 (year 2005), Truck Traffic: 6%, Average Future Daily Traffic: 5,217 (year 2025), Design Load: HS 20, Features Intersected: SPROUT CREEK, Facility Carried by Structure: ROBINSON LANE 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), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 10.0m (32.8ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 76.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 57.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.01m (6.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007, Bridge Improvement Cost: $446,000, Roadway Improvement Cost: $266,000, Total Project Cost: $712,000 ( 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: 334398, Location: 1.0 MI N.OF HUGHSONVILLE (Lat: 41.593636, Lng: -73.926253), Route carried "on" structure: County highway , Year Built: 1986, Status: Open, Structure Length: 1.03m (3.38ft), Average Daily Traffic: 359 (year 1998), Truck Traffic: 6%, Average Future Daily Traffic: 521 (year 2018), Features Intersected: HUNTER CREEK, Facility Carried by Structure: COUNTY ROAD 91 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: 1, Length of Maximum Span: 9.7m (31.8ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.7m (31.8ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 79.5 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: 1.03m (3.38ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Bridge Improvement Cost: $223,000, Roadway Improvement Cost: $133,000, Total Project Cost: $356,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 334399, Location: 2.2 MI W OF HOPEWELL JCT (Lat: 41.583311, Lng: -73.853197), Route carried "on" structure: Other road , Year Built: 1986, Status: Open, Structure Length: 1.82m (5.97ft), Average Daily Traffic: 2,348 (year 1996), Truck Traffic: 8%, Average Future Daily Traffic: 3,123 (year 2016), Features Intersected: SPROUT CREEK, Facility Carried by Structure: BROWN ROAD 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: Concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.4m (53.8ft), Curb-To-Curb Width: 8.9m (29.2ft), Out-to-Out Width: 9.8m (32.2ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 84.3 metric tons, Inventory Rating: 32.6 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, 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: May 2007, Bridge Improvement Cost: $399,000, Roadway Improvement Cost: $237,000, Total Project Cost: $636,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 3344, Location: IN THE TOWN OF WAPPINGER (Lat: 41.597122, Lng: -73.844672), Route carried "on" structure: Other road , Year Built: 1995, Status: Open, Structure Length: 1.92m (6.30ft), Average Daily Traffic: 2,100 (year 1996), Truck Traffic: 8%, Average Future Daily Traffic: 2,793 (year 2016), Design Load: HS 25, Features Intersected: SPROUT CREEK, Facility Carried by Structure: MONTFORT ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), 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: 18.8m (61.7ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.8m (28.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 65.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Somewhat better than minimum adequacy, 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 2006, Bridge Improvement Cost: $375,000, Roadway Improvement Cost: $223,000, Total Project Cost: $598,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 334401, Location: 2.1 MI N OF BRINCKERHOFF (Lat: 41.573636, Lng: -73.855767), Route carried "on" structure: County highway , Year Built: 1966, Status: Open, Structure Length: 2.68m (8.79ft), Average Daily Traffic: 9,553 (year 2006), Truck Traffic: 6%, Average Future Daily Traffic: 12,447 (year 2026), Features Intersected: SPROUT CREEK, Facility Carried by Structure: COUNTY ROAD 28 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: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.9m (85.0ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 10.0m (32.8ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 91.0 metric tons, Inventory Rating: 32.6 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.68m (8.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Bridge Improvement Cost: $595,000, Roadway Improvement Cost: $354,000, Total Project Cost: $949,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 334402, Location: 0.5MI E OF HUGHSONVILLE (Lat: 41.579828, Lng: -73.919583), Route carried "on" structure: County highway , Year Built: 1984, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 7,057 (year 2006), Truck Traffic: 6%, Average Future Daily Traffic: 9,195 (year 2026), Features Intersected: MILLWOOD CREEK, Facility Carried by Structure: COUNTY ROAD 28 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 10.2m (33.5ft), Out-to-Out Width: 10.9m (35.8ft) Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 74.7 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: Equal to present desirable criteria, Length Of Structure Improvement: 0.67m (2.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Bridge Improvement Cost: $162,000, Roadway Improvement Cost: $97,000, Total Project Cost: $259,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 336823, Location: 0.2 MI NW INT CR104/CR110 (Lat: 41.616753, Lng: -73.882922), Route carried "on" structure: County highway , Year Built: 1969, Status: Open, Structure Length: 1.24m (4.07ft), Average Daily Traffic: 5,000 (year 2007), Truck Traffic: 8%, Average Future Daily Traffic: 6,650 , Design Load: H 20, Features Intersected: GREEN'S POND OUTL, Facility Carried by Structure: COUNTY ROAD 110 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: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.6m (11.8ft) Condition: Channel: Poor, Culverts: Good, Operating Rating: 72.5 metric tons, Inventory Rating: 32.6 metric tons, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.24m (4.07ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Bridge Improvement Cost: $303,000, Roadway Improvement Cost: $180,000, Total Project Cost: $483,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Bituminous Discuss this city on our hugely popular New York forum Back to: Wappinger, NY, New York, All US cities.
|
 |
