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Bridge Statistics for Hendersonville, North Carolina (NC) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Hendersonville, NC, North Carolina, North Carolina forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 12 Total length: 26 meters (85ft) Total costs: $2,277,000 Total average daily traffic: 151,797 Total average daily truck traffic: 8,357 National Bridge Inventory (NBI) Registered Bridges for Hendersonville
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Find on map >>
Structure Number: 890102, Location: 0.12 MI.S.JCT.NC191 (Lat: 35.329222, Lng: -82.479583), Route carried "on" structure: State highway 1180, Year Built: 1974, Status: Posted for load, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 6,900 (year 2003), Truck Traffic: 7%, Average Future Daily Traffic: 13,800 (year 2025), Features Intersected: BRITTON CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), 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: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.7m (25.3ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 30.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 17.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 1.52m (4.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Bridge Improvement Cost: $148,000, Roadway Improvement Cost: $37,000, Total Project Cost: $222,000 ( Estimate for 2008), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 890143, Location: .05 MI.N.JCT.US176 (Lat: 35.309111, Lng: -82.459111), Route carried "on" structure: US 25, Year Built: 1941, Year Reconstructed: 1970, Status: Open, Structure Length: 2.68m (8.79ft), Average Daily Traffic: 25,000 (year 2003), Truck Traffic: 6%, Average Future Daily Traffic: 52,000 (year 2025), Design Load: HS 15, Features Intersected: MUD CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 13.4m (44.0ft), Curb or Sidewalk Widths: Left: 1.3m (4.3ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 18.1m (59.4ft) Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 33.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.47m (11.38ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Bridge Improvement Cost: $489,000, Roadway Improvement Cost: $122,000, Total Project Cost: $734,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 890183, Location: .3 MI.E.JCT.SR1634 (Lat: 35.341306, Lng: -82.440250), Route carried "on" structure: US 64, Year Built: 1964, Status: Open, Structure Length: 7.01m (23.00ft), Average Daily Traffic: 34,000 (year 2003), Truck Traffic: 12%, Average Future Daily Traffic: 78,000 (year 2025), Design Load: HS 20+Mod, Features Intersected: I26,US74 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 79.485, Lanes on structure: 6, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.5m (77.1ft), Skew: 21 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 21.6m (70.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 28.0m (91.9ft), Out-to-Out Width: 29.7m (97.4ft) Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 69.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 890241, Location: .01MI.W.JCT.DARTMOUTH RD. (Lat: 35.338000, Lng: -82.478500), Route carried "on" structure: City street , Year Built: 1965, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 720 (year 1994), Truck Traffic: 6%, Average Future Daily Traffic: 1,440 (year 2025), Features Intersected: CREEK, Facility Carried by Structure: COMET DRIVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 1.5m (4.9ft) Condition: Channel: Good, Culverts: Good, Operating Rating: 32.4 metric tons, Inventory Rating: 20.7 metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2006 Find on map >>
Structure Number: 890242, Location: .05 MI.S.JCT.ALLEN ST. (Lat: 35.310611, Lng: -82.467250), Route carried "on" structure: City street , Year Built: 1930, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 527 (year 1994), Truck Traffic: 7%, Average Future Daily Traffic: 1,000 (year 2025), Features Intersected: WASH CREEK, Facility Carried by Structure: SPRING STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 11.4m (37.4ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 30.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 17.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 890243, Location: .01 W.JCT.S.JUSTICE ST. (Lat: 35.312194, Lng: -82.465444), Route carried "on" structure: City street , Year Built: 1978, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 1,000 (year 1994), Truck Traffic: 7%, Average Future Daily Traffic: 2,000 (year 2025), Design Load: HS 20+Mod, Features Intersected: WASH CREEK, Facility Carried by Structure: WEST ALLEN STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.4m (7.9ft) Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 41.4 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2006 Find on map >>
Structure Number: 890246, Location: .04 MI.E.LILY POND RD. (Lat: 35.312889, Lng: -82.463972), Route carried "on" structure: City street , Year Built: 1991, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 1,000 (year 1992), Truck Traffic: 7%, Average Future Daily Traffic: 2,000 (year 2025), Design Load: HS 20+Mod, Features Intersected: WASH CREEK, Facility Carried by Structure: WEST ALLEN STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Skew: 5 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.4m (7.9ft) Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 41.4 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2006 Find on map >>
Structure Number: 890317, Location: .14 MI.S.JCT.NC191 (Lat: 35.327444, Lng: -82.472722), Route carried "on" structure: City street , Year Built: 1959, Status: Posted for load, Structure Length: 0.55m (1.80ft), Average Daily Traffic: 250 (year 1995), Truck Traffic: 7%, Average Future Daily Traffic: 500 (year 2025), Features Intersected: BRITTON CREEK, Facility Carried by Structure: ORLEANS AVENUE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 5.5m (18.0ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 5.8m (19.0ft), Out-to-Out Width: 6.1m (20.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 16.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 10.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.19m (3.90ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2006, Bridge Improvement Cost: $83,000, Roadway Improvement Cost: $21,000, Total Project Cost: $125,000 ( Estimate for 2008), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 890338, Location: 0.5 MI.S.JCT.US64 (Lat: 35.324944, Lng: -82.451806), Route carried "on" structure: City street , Year Built: 1999, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 9,800 (year 1998), Truck Traffic: 7%, Average Future Daily Traffic: 18,000 (year 2025), Design Load: HS 20+Mod, Features Intersected: MUD CREEK, Facility Carried by Structure: EAST 7TH AVE. Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.5m (54.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 12.4m (40.7ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 41.4 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.38m (7.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2006, Bridge Improvement Cost: $232,000, Roadway Improvement Cost: $58,000, Total Project Cost: $348,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 890339, Location: 0.45MI.S.JCT US64 (Lat: 35.325472, Lng: -82.451389), Route carried "on" structure: City street , Year Built: 2005, Status: Open, Structure Length: 2.59m (8.50ft), Average Daily Traffic: 9,800 (year 1998), Truck Traffic: 7%, Average Future Daily Traffic: 18,000 (year 2025), Design Load: HS 20+Mod, Features Intersected: BAT FORK CREEK, Facility Carried by Structure: EAST 7TH AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.5m (27.9ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 12.8m (42.0ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 71.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.38m (11.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2006, Bridge Improvement Cost: $328,000, Roadway Improvement Cost: $82,000, Total Project Cost: $492,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 89034, Location: 0.4 MI.S.JCT.US64 (Lat: 35.326528, Lng: -82.450806), Route carried "on" structure: City street , Year Built: 2005, Status: Open, Structure Length: 1.68m (5.51ft), Average Daily Traffic: 9,800 (year 1998), Truck Traffic: 7%, Average Future Daily Traffic: 18,000 (year 2025), Design Load: HS 20+Mod, Features Intersected: DEVILS FORK CREEK, Facility Carried by Structure: EAST 7TH AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.2m (53.1ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 12.8m (42.0ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.44m (8.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2006, Bridge Improvement Cost: $237,000, Roadway Improvement Cost: $59,000, Total Project Cost: $356,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 890183, Location: .3 MI.E.JCT.SR1634 (Lat: 35.341306, Lng: -82.440250), Route carried "under" structure: Interstate 26, Year Built: 1964, Structure Length: 7.01m (23.00ft), Average Daily Traffic: 53,000 (year 2003), Features Intersected: I26,US74, Facility Carried by Structure: US64 Minimum Vertical Clearance: 5.23m (17.16ft), Kilometerpoint: 79.485, Lanes on structure: 6, Lanes under structure: 6, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.6m (70.9ft) Discuss this city on our hugely popular North Carolina forum Back to: Hendersonville, NC, North Carolina, All US cities.
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