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Bridge Statistics for Waynesville, North Carolina (NC) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Waynesville, NC, North Carolina, North Carolina forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 14 Total length: 24 meters (79ft) Total costs: $1,502,000 Total average daily traffic: 22,090 Total average daily truck traffic: 1,808 Total future (year 2025) average daily traffic: 43,580 National Bridge Inventory (NBI) Registered Bridges for Waynesville
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Bridge Condition - Culverts Find on map >>
Structure Number: 870105, Location: .1 MI.E.JCT.SR1147 (Lat: 35.462861, Lng: -83.000778), Route carried "on" structure: State highway 1138, Year Built: 1958, Status: Posted for load, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 660 (year 2003), Truck Traffic: 7%, Average Future Daily Traffic: 1,320 (year 2025), Features Intersected: BROWNING CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Skew: 3 degrees, Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 5.8m (19.0ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 6.1m (20.0ft) Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Channel: Very good, Operating Rating: 20.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 14.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), 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: > 39.9% below), Length Of Structure Improvement: 1.28m (4.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2007, Bridge Improvement Cost: $90,000, Roadway Improvement Cost: $23,000, Total Project Cost: $135,000 ( Estimate for 2008), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 870184, Location: .2 MI.N.JCT.US23 BUS. (Lat: 35.497611, Lng: -82.985028), Route carried "on" structure: US 276, Year Built: 1968, Status: Open, Structure Length: 5.15m (16.90ft), Average Daily Traffic: 6,600 (year 2003), Truck Traffic: 12%, Average Future Daily Traffic: 13,200 (year 2025), Design Load: HS 20+Mod, Features Intersected: SOUTHERN RAILROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.9m (62.0ft), Curb or Sidewalk Widths: Left: 1.0m (3.3ft), Right: 1.0m (3.3ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 16.1m (52.8ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 48.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.8 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: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 5.15m (16.90ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Bridge Improvement Cost: $653,000, Roadway Improvement Cost: $163,000, Total Project Cost: $980,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 87026, Location: .5 MI.S.JCT.HOWELL MILL R (Lat: 35.530722, Lng: -82.958167), Route carried "on" structure: City street , Year Built: 1966, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 1,000 (year 1996), Truck Traffic: 7%, Average Future Daily Traffic: 2,000 (year 2025), Design Load: HS 20+Mod, Features Intersected: RICHLAND CREEK, Facility Carried by Structure: VANCE STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.1m (43.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 10.5m (34.4ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 24.3 metric tons, Inventory Rating: 14.4 metric tons, Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 870262, Location: .6 MI.W.JCT.MAIN ST. (Lat: 35.494889, Lng: -82.991083), Route carried "on" structure: City street , Year Built: 1928, Status: Open, Structure Length: 1.98m (6.50ft), Average Daily Traffic: 3,000 (year 1996), Truck Traffic: 6%, Average Future Daily Traffic: 6,000 (year 2025), Design Load: HS 20+Mod, Features Intersected: RICHLAND CREEK, Facility Carried by Structure: DEPOT STREET 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), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 10.1m (33.1ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 1.4m (4.6ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 12.0m (39.4ft) Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 24.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 14.4 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 desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 870264, Location: .04 MI.W.JCT.COMMERCE ST. (Lat: 35.495472, Lng: -82.979917), Route carried "on" structure: City street , Year Built: 1926, Status: Open, Structure Length: 2.23m (7.32ft), Average Daily Traffic: 2,000 (year 1996), Truck Traffic: 7%, Average Future Daily Traffic: 4,000 (year 2025), Features Intersected: RICHLAND CREEK, Facility Carried by Structure: SMATHERS 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 continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 10.7m (35.1ft), Curb or Sidewalk Widths: Left: 1.1m (3.6ft), Right: 1.1m (3.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 10.1m (33.1ft) Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 30.6 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: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 870265, Location: 0.06MI.W.JCT.KILLIAN ST. (Lat: 35.487361, Lng: -83.005500), Route carried "on" structure: City street , Year Built: 2000, Status: Open, Structure Length: 3.14m (10.30ft), Average Daily Traffic: 1,500 (year 1996), Truck Traffic: 7%, Average Future Daily Traffic: 3,000 (year 2025), Design Load: HS 20+Mod, Features Intersected: RICHLAND CREEK, Facility Carried by Structure: BOYD AVENUE 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: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 15.5m (50.9ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 1.4m (4.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 11.0m (36.1ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 57.6 metric tons, Inventory Rating: 33.3 metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 870267, Location: 0.05MI.W ALLEN CREEK RD. (Lat: 35.464028, Lng: -83.003861), Route carried "on" structure: City street , Year Built: 1940, Status: Posted for load, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 300 (year 1996), Truck Traffic: 7%, Average Future Daily Traffic: 600 (year 2025), Features Intersected: ALLENS CREEK, Facility Carried by Structure: HENDRICKS STEET 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: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 6.5m (21.3ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 9.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 6.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, 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: 1.95m (6.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2006, Bridge Improvement Cost: $136,000, Roadway Improvement Cost: $34,000, Total Project Cost: $204,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 870269, Location: .01MI.S.JCT.MCCRAKEN ST. (Lat: 35.480833, Lng: -82.985806), Route carried "on" structure: City street , Year Built: 1972, Status: Posted for load, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 300 (year 1996), Truck Traffic: 7%, Average Future Daily Traffic: 600 (year 2025), Features Intersected: SHELTON BRANCH, Facility Carried by Structure: OAKDALE ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.7m (25.3ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 22.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 12.6 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2006, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 870271, Location: 0.1 MI.S.JCT.STONEY CR.LN (Lat: 35.464528, Lng: -82.997944), Route carried "on" structure: City street , Year Built: 1965, Status: Posted for load, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 50 (year 1996), Average Future Daily Traffic: 100 (year 2025), Features Intersected: CAMP BRANCH, Facility Carried by Structure: MEADOWBROOKE CIRCL 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), Skew: 4 degrees, 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: 4.9m (16.1ft), Out-to-Out Width: 5.2m (17.1ft) Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 24.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 14.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 1.74m (5.71ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2006, Bridge Improvement Cost: $122,000, Roadway Improvement Cost: $31,000, Total Project Cost: $183,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 8704, Location: 0.01MI.N.JCT.PLOTT CK.RD. (Lat: 35.473750, Lng: -83.008056), Route carried "on" structure: City street , Year Built: 1964, Status: Posted for load, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 100 (year 1996), Average Future Daily Traffic: 200 (year 2025), Features Intersected: PLOTT CREEK, Facility Carried by Structure: BROOKSIDE COURT Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.7m (25.3ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 24.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 14.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, 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: 30.0 - 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2006, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 870428, Location: .3 MI.N.JCT.US23BUS. (Lat: 35.472889, Lng: -83.003167), Route carried "on" structure: City street , Year Built: 1960, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 4,900 (year 1995), Truck Traffic: 7%, Average Future Daily Traffic: 9,200 (year 2025), Design Load: HS 20+Mod, Features Intersected: BROWNING BRANCH, Facility Carried by Structure: BROWN AVE. Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 6 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft) Condition: Channel: Good, Culverts: Good, Operating Rating: 41.4 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2006 Find on map >>
Structure Number: 870429, Location: .01 MI.W.JCT.RIVERBEND ST (Lat: 35.474250, Lng: -83.003278), Route carried "on" structure: City street , Year Built: 2000, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 80 (year 1996), Average Future Daily Traffic: 160 (year 2025), Design Load: HS 20+Mod, Features Intersected: CHURCH CREEK, Facility Carried by Structure: SCATES STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.1m (6.9ft) Condition: Channel: Good, Culverts: Good, Operating Rating: 41.4 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2006 Find on map >>
Structure Number: 870456, Location: 150'E.JCT.NC209 (Lat: 35.693889, Lng: -83.333667), Route carried "on" structure: City street , Year Built: 1964, Status: Posted for load, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 100 (year 1998), Average Future Daily Traffic: 200 (year 2025), Features Intersected: RICHLAND CREEK, Facility Carried by Structure: WALNUT TRAIL Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.9m (39.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 6.1m (20.0ft) Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 27.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.2 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 87046, Location: 30 FT.E.JCT.VANCE STREET (Lat: 35.478472, Lng: -82.959833), Route carried "on" structure: City street , Year Built: 1960, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 1,500 (year 2000), Truck Traffic: 6%, Average Future Daily Traffic: 3,000 (year 2025), Design Load: HS 20+Mod, Features Intersected: SHELTON CREEK, Facility Carried by Structure: WALNUT STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft) Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 41.4 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2006 Discuss this city on our hugely popular North Carolina forum Back to: Waynesville, NC, North Carolina, All US cities.
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