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Bridge Statistics for Lenoir, North Carolina (NC) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Lenoir, NC, North Carolina, North Carolina forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 55 Total length: 163 meters (535ft) Total costs: $2,736,000 Total average daily traffic: 493,800 Total average daily truck traffic: 39,781 National Bridge Inventory (NBI) Registered Bridges for Lenoir
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Bridge Condition - Culverts Find on map >>
Structure Number: 270005, Location: .1 MI.S.JCT.NC18 (Lat: 35.918083, Lng: -81.514222), Route carried "on" structure: State highway 1178, Year Built: 1995, Status: Open, Structure Length: 2.38m (7.81ft), Average Daily Traffic: 3,100 (year 2003), Truck Traffic: 7%, Average Future Daily Traffic: 6,200 (year 2025), Design Load: HS 20+Mod, Features Intersected: LOWER CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.8m (78.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 53.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2008, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 270009, Location: .1 MI.NE.JCT.US64,NC18BYP (Lat: 35.898194, Lng: -81.567028), Route carried "on" structure: State highway 1425, Year Built: 1955, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 50 (year 1993), Truck Traffic: 7%, Average Future Daily Traffic: 100 (year 2025), Features Intersected: GREASY CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 1, Length of Maximum Span: 4.6m (15.1ft), 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: 7.6m (24.9ft) Condition: Deck: Very good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 48.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 28.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to 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: March 2008, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 270015, Location: 200 FT.SW.JCT.SR1300 (Lat: 35.906889, Lng: -81.557361), Route carried "on" structure: Business US 64, Year Built: 1989, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 5,500 (year 2004), Truck Traffic: 6%, Average Future Daily Traffic: 11,000 (year 2025), Design Load: HS 20+Mod, Features Intersected: SPAINHOUR CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft) 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2008 Find on map >>
Structure Number: 270016, Location: .1 MI.W.JCT.US321 (Lat: 35.916889, Lng: -81.525389), Route carried "on" structure: Bypass US 64, Year Built: 1924, Year Reconstructed: 1989, Status: Open, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 27,000 (year 2004), Truck Traffic: 12%, Average Future Daily Traffic: 54,000 (year 2025), Design Load: H 15, Features Intersected: ZACKS FORK CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 10.7m (35.1ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 0.0m, Curb-To-Curb Width: 23.1m (75.8ft), Out-to-Out Width: 24.9m (81.7ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 41.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.2 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: March 2008, Underwater Inspection Date: March 2003, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 270031, Location: 200 FT.N.JCT.SR1300 (Lat: 35.928778, Lng: -81.543444), Route carried "on" structure: Alternate US 321, Year Built: 1950, Status: Open, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 9,800 (year 2004), Truck Traffic: 6%, Average Future Daily Traffic: 19,600 (year 2025), Design Load: HS 20, Features Intersected: SPAINHOUR CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft) 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2008 Find on map >>
Structure Number: 270036, Location: 50 FT.N.JCT.NC90 (Lat: 35.936389, Lng: -81.541583), Route carried "on" structure: Alternate US 321, Year Built: 1988, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 9,800 (year 2004), Truck Traffic: 6%, Average Future Daily Traffic: 19,600 (year 2025), Design Load: HS 20+Mod, Features Intersected: SPAINHOUR CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 19.2m (63.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft) 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2008 Find on map >>
Structure Number: 270039, Location: 100 FT.SE.JCT.NC18 (Lat: 35.926833, Lng: -81.502528), Route carried "on" structure: Bypass US 64, Year Built: 1972, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 6,600 (year 2004), Truck Traffic: 6%, Average Future Daily Traffic: 13,200 (year 2025), Design Load: HS 20+Mod, Features Intersected: LOWER CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.4m (7.9ft), Curb or Sidewalk Widths: Left: 1.1m (3.6ft), Right: 0.9m (3.0ft), Curb-To-Curb Width: 9.9m (32.5ft), Out-to-Out Width: 12.3m (40.4ft) Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 41.4 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2008, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 270049, Location: .25 MI.E.JCT.US321A (Lat: 35.888167, Lng: -81.515083), Route carried "on" structure: City street , Year Built: 1969, Status: Open, Structure Length: 5.97m (19.59ft), Average Daily Traffic: 1,000 (year 1993), Truck Traffic: 7%, Average Future Daily Traffic: 3,000 (year 2025), Design Load: HS 20+Mod, Features Intersected: US321, Facility Carried by Structure: COUNTRYSIDE DRIVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 17.1m (56.1ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.1m (36.4ft) Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Operating Rating: 85.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.3 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, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Other Coated Reinforcing Find on map >>
Structure Number: 270051, Location: .28 MI.E.JCT.US321A (Lat: 35.893194, Lng: -81.518361), Route carried "on" structure: State highway 1178, Year Built: 1954, Year Reconstructed: 1969, Status: Open, Structure Length: 5.88m (19.29ft), Average Daily Traffic: 2,700 (year 2004), Truck Traffic: 7%, Average Future Daily Traffic: 5,400 (year 2025), Design Load: HS 15, Features Intersected: US321 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Number Of Approach Spans: 1, Length of Maximum Span: 16.8m (55.1ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 0.9m (3.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 10.4m (34.1ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 35.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.7 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, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.88m (19.29ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2008, Bridge Improvement Cost: $466,000, Roadway Improvement Cost: $117,000, Total Project Cost: $699,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete Find on map >>
Structure Number: 270052, Location: .3 MI.S.JCT.NC18 (Lat: 35.912083, Lng: -81.524361), Route carried "on" structure: US 321, Year Built: 1954, Year Reconstructed: 1972, Status: Open, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 31,000 (year 2004), Truck Traffic: 12%, Average Future Daily Traffic: 62,000 (year 2025), Design Load: HS 20+Mod, Features Intersected: LOWER CREEK 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: 18.0m (59.1ft), Skew: 23 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 4.3m (14.1ft) Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 41.4 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Equal to 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: March 2006 Find on map >>
Structure Number: 270053, Location: .15 MI.N.JCT.NC18 (Lat: 35.918972, Lng: -81.523139), Route carried "on" structure: US 321, Year Built: 1940, Year Reconstructed: 1977, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 37,000 (year 2004), Truck Traffic: 12%, Average Future Daily Traffic: 74,000 (year 2025), Design Load: HS 20, Features Intersected: ZACKS FORK CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 4.3m (14.1ft) 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: March 2006 Find on map >>
Structure Number: 270061, Location: 0.1 MI.E.JCT.N.MAIN ST. (Lat: 35.923333, Lng: -81.543917), Route carried "on" structure: City street , Year Built: 1987, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 1,000 (year 1995), Truck Traffic: 7%, Average Future Daily Traffic: 3,000 (year 2025), Design Load: HS 20+Mod, Features Intersected: BLAIRS FORK CREEK, Facility Carried by Structure: OLD NORTH ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal 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: 4.3m (14.1ft) Condition: Channel: Poor, Culverts: Poor, Operating Rating: 41.4 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.13m (6.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2004, Bridge Improvement Cost: $149,000, Roadway Improvement Cost: $37,000, Total Project Cost: $224,000 ( Estimate for 2008) Find on map >>
Structure Number: 270062, Location: 0.2 MI.E.JCT.SEE HORN ST. (Lat: 35.925417, Lng: -81.519861), Route carried "on" structure: City street , Year Built: 1985, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 2,000 (year 1995), Truck Traffic: 7%, Average Future Daily Traffic: 4,000 (year 2025), Design Load: HS 20+Mod, Features Intersected: ZACKS FORK CREEK, Facility Carried by Structure: PENNELL STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft) Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 41.4 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2006 Find on map >>
Structure Number: 270063, Location: 0.1 MI.S.JCT.PENNELL ST. (Lat: 35.927694, Lng: -81.513750), Route carried "on" structure: City street , Year Built: 1985, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 1,500 (year 1988), Truck Traffic: 7%, Average Future Daily Traffic: 3,000 (year 2025), Design Load: HS 20+Mod, Features Intersected: ZACKS FORK CRK., Facility Carried by Structure: POWELL ROAD 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), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft) Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 41.4 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2006 Find on map >>
Structure Number: 270066, Location: 100 FT.S.JCT.US64,NC18BYP (Lat: 35.900194, Lng: -81.552306), Route carried "on" structure: State highway 1145, Year Built: 1968, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 3,500 (year 2004), Truck Traffic: 7%, Average Future Daily Traffic: 7,000 (year 2025), Design Load: HS 20+Mod, Features Intersected: LOWER CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 12.6m (41.3ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, 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 desirable criteria, Deck Geometry: 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: March 2008, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 270067, Location: 0.01 MI.S.JCT.NC18 (Lat: 35.919583, Lng: -81.508917), Route carried "on" structure: City street , Year Built: 1987, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 1,600 (year 1995), Truck Traffic: 7%, Average Future Daily Traffic: 3,200 (year 2025), Design Load: HS 20+Mod, Features Intersected: LOWER CREEK, Facility Carried by Structure: TREMONT PARK ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.1m (20.0ft) 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2006 Find on map >>
Structure Number: 270068, Location: .01 MI.S.JCT.MORGANTON BL (Lat: 35.905250, Lng: -81.532667), Route carried "on" structure: City street , Year Built: 1964, Status: Posted for load, Structure Length: 2.26m (7.41ft), Average Daily Traffic: 3,000 (year 1988), Truck Traffic: 7%, Average Future Daily Traffic: 6,000 (year 2025), Features Intersected: LOWER CREEK, Facility Carried by Structure: MULBERRY 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), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.7m (35.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 12.3m (40.4ft) Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 18.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 10.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, 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: 0.1 - 9.9% below), Length Of Structure Improvement: 2.93m (9.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2006, Bridge Improvement Cost: $292,000, Roadway Improvement Cost: $73,000, Total Project Cost: $438,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 270071, Location: 1.0 MI.S.HARRISBURG DR. (Lat: 35.885056, Lng: -81.541194), Route carried "on" structure: City street , Year Built: 1968, Status: Posted for load, Structure Length: 3.57m (11.71ft), Average Daily Traffic: 1,500 (year 1988), Truck Traffic: 7%, Average Future Daily Traffic: 3,000 (year 2025), Features Intersected: CALDWELL CO. R.R., Facility Carried by Structure: OVERLOOK DRIVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.1m (36.4ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 25.2 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, Underclear: Better than present minimum 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), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 270073, Location: 0.1 MI.S.JCT.US18/64 (Lat: 35.900917, Lng: -81.546833), Route carried "on" structure: City street , Year Built: 2003, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 3,000 (year 1988), Truck Traffic: 7%, Average Future Daily Traffic: 6,000 (year 2025), Design Load: HS 20+Mod, Features Intersected: LOWER CREEK, Facility Carried by Structure: HARRISBURG DRIVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 10.1m (33.1ft) Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Very good, Channel: Very good, Operating Rating: 73.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.2 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 desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2006, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 270074, Location: 0.1 MI.S.JCT.US64 (Lat: 35.894861, Lng: -81.560417), Route carried "on" structure: City street , Year Built: 1970, Status: Posted for load, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 2,000 (year 1988), Truck Traffic: 7%, Average Future Daily Traffic: 4,000 (year 2025), Features Intersected: LOWER CREEK, Facility Carried by Structure: FAIRVIEW DRIVE 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), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 11.3m (37.1ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 8.1m (26.6ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 25.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 9.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, 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: 3.02m (9.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2006, Bridge Improvement Cost: $211,000, Roadway Improvement Cost: $53,000, Total Project Cost: $317,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 270075, Location: 0.2 MI.N.JCT.CREEKWAY DR. (Lat: 35.916139, Lng: -81.557528), Route carried "on" structure: City street , Year Built: 1970, Status: Posted for load, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 1,500 (year 1988), Truck Traffic: 7%, Average Future Daily Traffic: 3,000 (year 2025), Features Intersected: BLAIRS FORK CREEK, Facility Carried by Structure: BROADWAY STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.9m (39.0ft), 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: 7.3m (24.0ft) Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Serious, Channel: Fair, Operating Rating: 17.1 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: High priority of replacement, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, 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: June 2006, Bridge Improvement Cost: $136,000, Roadway Improvement Cost: $34,000, Total Project Cost: $204,000 ( Estimate for 2008), Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 270076, Location: 0.1MI.N.JCT.CREEKWAY DR. (Lat: 35.918139, Lng: -81.553583), Route carried "on" structure: City street , Year Built: 1987, Status: Open, Structure Length: 1.49m (4.89ft), Average Daily Traffic: 1,500 (year 1988), Truck Traffic: 7%, Average Future Daily Traffic: 3,000 (year 2025), Design Load: HS 20+Mod, Features Intersected: BLAIRS FORK CREEK, Facility Carried by Structure: MEADOWLANE DRIVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.3m (14.1ft) Condition: Channel: Satisfactory, 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: April 2006 Find on map >>
Structure Number: 270134, Location: 50 FT.N.JCT.NC90 (Lat: 35.937917, Lng: -81.543833), Route carried "on" structure: State highway 1525, Year Built: 1961, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 100 (year 1996), Average Future Daily Traffic: 200 (year 2025), Features Intersected: SPAINHOUR 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: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.8m (42.0ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 5.2m (17.1ft), Out-to-Out Width: 5.5m (18.0ft) Condition: Deck: Very good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 43.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.2 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: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.98m (6.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2008, Bridge Improvement Cost: $139,000, Roadway Improvement Cost: $35,000, Total Project Cost: $209,000 ( Estimate for 2008), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 270183, Location: .4 MI.SW.JCT.US321A (Lat: 35.888278, Lng: -81.528056), Route carried "on" structure: State highway 1001, Year Built: 1937, Status: Posted for load, Structure Length: 4.42m (14.50ft), Average Daily Traffic: 5,500 (year 2003), Truck Traffic: 7%, Average Future Daily Traffic: 11,000 (year 2025), Design Load: H 15, Features Intersected: C&NW RAILROAD 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), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 11.0m (36.1ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Operating Rating: 36.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 4.42m (14.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2008, Bridge Improvement Cost: $430,000, Roadway Improvement Cost: $108,000, Total Project Cost: $645,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 270245, Location: .2 MI.E.JCT.US321A (Lat: 35.873583, Lng: -81.504917), Route carried "on" structure: City street , Year Built: 1990, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 800 (year 1993), Truck Traffic: 7%, Average Future Daily Traffic: 1,600 (year 2025), Design Load: HS 20+Mod, Features Intersected: CREEK, Facility Carried by Structure: JOYCETON CHURCH RD 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: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft) Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 41.4 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Equal to 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: August 2006 Find on map >>
Structure Number: 270259, Location: 125 FT.SE.JCT.NC18 (Lat: 35.931694, Lng: -81.494972), Route carried "on" structure: City street , Year Built: 1960, Year Reconstructed: 1988, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 50 (year 1995), Average Future Daily Traffic: 100 (year 2025), Features Intersected: LOWER CREEK, Facility Carried by Structure: ARROWOOD STREET 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: 10.4m (34.1ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.8m (25.6ft) Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Satisfactory, Channel: Good, Operating Rating: 35.1 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: Somewhat better than minimum adequacy, Deck Geometry: Equal to 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: August 2006, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 270352, Location: .1 MI.S.JCT.US64,NC18 (Lat: 35.910361, Lng: -81.527944), Route carried "on" structure: Alternate US 321, Year Built: 1988, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 3,400 (year 2004), Truck Traffic: 6%, Average Future Daily Traffic: 6,800 (year 2025), Design Load: HS 20+Mod, Features Intersected: LOWER CREEK,ZACKS FORK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.7m (12.1ft) 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2008 Find on map >>
Structure Number: 270353, Location: 0.2 MI.S.JCT.US64 (Lat: 35.892250, Lng: -81.566444), Route carried "on" structure: City street , Year Built: 1968, Status: Posted for load, Structure Length: 4.15m (13.62ft), Average Daily Traffic: 3,200 (year 1988), Truck Traffic: 7%, Average Future Daily Traffic: 6,400 (year 2025), Design Load: HS 20+Mod, Features Intersected: LOWER CREEK, Facility Carried by Structure: COMPLEX ROAD Minimum Vertical Clearance: 6.93m (22.74ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.7m (44.9ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 8.9m (29.2ft), Out-to-Out Width: 9.2m (30.2ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 270354, Location: 0.5 MI.S.JCT.KINCAID RD. (Lat: 35.866806, Lng: -81.517639), Route carried "on" structure: City street , Year Built: 1980, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 1,000 (year 1988), Truck Traffic: 7%, Average Future Daily Traffic: 2,000 (year 2025), Features Intersected: GUNPOWDER CREEK, Facility Carried by Structure: CENTRAL DRIVE 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: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 8.8m (28.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 67.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.5 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: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2006, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 270356, Location: 100 FT.W.JCT.SR1933 (Lat: 35.897778, Lng: -81.566889), Route carried "on" structure: Bypass US 64, Year Built: 1960, Year Reconstructed: 1988, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 17,000 (year 2004), Truck Traffic: 12%, Average Future Daily Traffic: 34,000 (year 2025), Design Load: HS 20+Mod, Features Intersected: GREASY CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 30.5m (100.1ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2008 Find on map >>
Structure Number: 270357, Location: .1 MI.S.JCT.SR1146 (Lat: 35.888139, Lng: -81.559806), Route carried "on" structure: State highway 1145, Year Built: 1988, Status: Open, Structure Length: 4.91m (16.11ft), Average Daily Traffic: 4,200 (year 2004), Truck Traffic: 7%, Average Future Daily Traffic: 9,200 (year 2025), Design Load: HS 20+Mod, Features Intersected: SR1933 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 26.8m (87.9ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 19.1m (62.7ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Inventory Rating: 56.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2008, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 270359, Location: .3 MI.S.JCT.US64,NC18BYP (Lat: 35.894361, Lng: -81.564556), Route carried "on" structure: State highway 1933, Year Built: 1988, Status: Open, Structure Length: 10.49m (34.42ft), Average Daily Traffic: 20,000 (year 2004), Truck Traffic: 6%, Average Future Daily Traffic: 40,000 (year 2025), Design Load: HS 20+Mod, Features Intersected: LOWER CREEK,SOUTHERN RR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 17.4m (57.1ft), Skew: 20 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 51.8m (169.9ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 21.6m (70.9ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Inventory Rating: 65.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: 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: March 2008, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 27036, Location: .1 MI.S.JCT.US64,NC18 (Lat: 35.910361, Lng: -81.527944), Route carried "on" structure: Alternate US 321, Year Built: 1988, Status: Open, Structure Length: 1.77m (5.81ft), Average Daily Traffic: 3,400 (year 2004), Truck Traffic: 6%, Average Future Daily Traffic: 6,800 (year 2025), Design Load: HS 20+Mod, Features Intersected: ZACKS FORK CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.7m (12.1ft) 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: March 2008 Find on map >>
Structure Number: 270371, Location: .3 MI.W.JCT.SR1145 (Lat: 35.899306, Lng: -81.558222), Route carried "on" structure: Bypass US 64, Year Built: 1960, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 16,000 (year 2004), Truck Traffic: 12%, Average Future Daily Traffic: 32,000 (year 2025), Design Load: HS 20+Mod, Features Intersected: SPAINHOUR CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft) 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2008 Find on map >>
Structure Number: 270372, Location: .2 MI.W.JCT.US321A (Lat: 35.874750, Lng: -81.513444), Route carried "on" structure: State highway 1933, Year Built: 1990, Status: Open, Structure Length: 5.97m (19.59ft), Average Daily Traffic: 6,500 (year 2004), Truck Traffic: 6%, Average Future Daily Traffic: 13,000 (year 2025), Design Load: HS 20+Mod, Features Intersected: NORFOLK SOUTHERN RR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 14 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.3m (73.2ft), Curb-To-Curb Width: 10.9m (35.8ft), Out-to-Out Width: 11.8m (38.7ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 72.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.2 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, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2008, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 270373, Location: .2 MI.W.JCT.US321A (Lat: 35.874750, Lng: -81.513444), Route carried "on" structure: State highway 1933, Year Built: 1990, Status: Open, Structure Length: 5.33m (17.49ft), Average Daily Traffic: 6,500 (year 2004), Truck Traffic: 6%, Average Future Daily Traffic: 13,000 (year 2025), Design Load: HS 20+Mod, Features Intersected: NORFORK SOUTHERN RR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 14 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.3m (73.2ft), Curb-To-Curb Width: 10.9m (35.8ft), Out-to-Out Width: 11.8m (38.7ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 72.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.2 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, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2008, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 270374, Location: .3 MI.E.JCT.US321A (Lat: 35.873583, Lng: -81.504917), Route carried "on" structure: State highway 1933, Year Built: 1990, Status: Open, Structure Length: 3.96m (12.99ft), Average Daily Traffic: 6,500 (year 2004), Truck Traffic: 6%, Average Future Daily Traffic: 13,000 (year 2025), Design Load: HS 20+Mod, Features Intersected: SR1164 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 13 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.9m (85.0ft), Curb-To-Curb Width: 14.0m (45.9ft), Out-to-Out Width: 14.9m (48.9ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 85.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.5 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, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2008, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 270375, Location: .3 MI.E.JCT.US321A (Lat: 35.873583, Lng: -81.504917), Route carried "on" structure: State highway 1933, Year Built: 1990, Status: Open, Structure Length: 4.08m (13.39ft), Average Daily Traffic: 6,500 (year 2004), Truck Traffic: 6%, Average Future Daily Traffic: 13,000 (year 2025), Design Load: HS 20+Mod, Features Intersected: SR1164 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 13 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.6m (84.0ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.9m (39.0ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 85.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.3 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, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2008, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 270395, Location: .5MI.E.JCT.BRIDGEWY PL.NE (Lat: 35.927944, Lng: -81.514528), Route carried "on" structure: City street , Year Built: 1962, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 300 (year 2005), Average Future Daily Traffic: 600 (year 2025), Design Load: HS 20+Mod, Features Intersected: CREEK, Facility Carried by Structure: POWELL ROAD Minimum Vertical Clearance: 0.00m, Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 5 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft) 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: August 2006 Find on map >>
Structure Number: 270049, Location: .25 MI.E.JCT.US321A (Lat: 35.888167, Lng: -81.515083), Route carried "under" structure: US 321, Year Built: 1969, Structure Length: 5.97m (19.59ft), Average Daily Traffic: 23,000 (year 2002), Features Intersected: US321, Facility Carried by Structure: COUNTRYSIDE DRIVE Minimum Vertical Clearance: 0.53m (1.74ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 17.1m (56.1ft) Find on map >>
Structure Number: 270051, Location: .28 MI.E.JCT.US321A (Lat: 35.893194, Lng: -81.518361), Route carried "under" structure: US 321, Year Built: 1954, Structure Length: 5.88m (19.29ft), Average Daily Traffic: 22,000 (year 2004), Features Intersected: US321, Facility Carried by Structure: SR1178 Minimum Vertical Clearance: 4.72m (15.49ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete, Design/Construction: Tee Beam, Length of Maximum Span: 16.8m (55.1ft) Find on map >>
Structure Number: 270357, Location: .1 MI.S.JCT.SR1146 (Lat: 35.888139, Lng: -81.559806), Route carried "under" structure: State highway 1933, Year Built: 1988, Structure Length: 4.91m (16.11ft), Average Daily Traffic: 20,000 (year 2004), Features Intersected: SR1933, Facility Carried by Structure: SR1145 Minimum Vertical Clearance: 5.23m (17.16ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.8m (87.9ft) Find on map >>
Structure Number: 270374, Location: .3 MI.E.JCT.US321A (Lat: 35.873583, Lng: -81.504917), Route carried "under" structure: State highway 1164, Year Built: 1990, Structure Length: 3.96m (12.99ft), Average Daily Traffic: 800 (year 1993), Features Intersected: SR1164, Facility Carried by Structure: SR1933 WBL Minimum Vertical Clearance: 4.85m (15.91ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.9m (85.0ft) Find on map >>
Structure Number: 270375, Location: .3 MI.E.JCT.US321A (Lat: 35.873583, Lng: -81.504917), Route carried "under" structure: State highway 1164, Year Built: 1990, Structure Length: 4.08m (13.39ft), Average Daily Traffic: 800 (year 1993), Features Intersected: SR1164, Facility Carried by Structure: SR1933 EBL Minimum Vertical Clearance: 5.69m (18.67ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.6m (84.0ft) Find on map >>
Structure Number: 270377, Location: .1 MI.SE.JCT.SR1933 (Lat: 35.873250, Lng: -81.509917), Route carried "under" structure: Alternate US 321, Year Built: 1992, Structure Length: 3.72m (12.20ft), Average Daily Traffic: 8,300 (year 2004), Truck Traffic: 6%, Features Intersected: US321A, Facility Carried by Structure: OVERHEAD SIGN Minimum Vertical Clearance: 5.48m (17.98ft), Kilometerpoint: 0.000, Lanes under structure: 6, Material/Design: Steel, Length of Maximum Span: 37.2m (122.0ft) Find on map >>
Structure Number: 270378, Location: .1 MI.NW.JCT.SR1933 (Lat: 35.875417, Lng: -81.511333), Route carried "under" structure: Alternate US 321, Year Built: 1992, Structure Length: 3.38m (11.09ft), Average Daily Traffic: 8,300 (year 2004), Truck Traffic: 6%, Features Intersected: US321A, Facility Carried by Structure: OVERHEAD SIGN Minimum Vertical Clearance: 5.35m (17.55ft), Kilometerpoint: 0.000, Lanes under structure: 5, Material/Design: Steel, Length of Maximum Span: 33.8m (110.9ft) Find on map >>
Structure Number: 270379, Location: .1 MI.W.JCT.US321A (Lat: 35.874667, Lng: -81.512639), Route carried "under" structure: Alternate State highway 1933, Year Built: 1992, Structure Length: 2.56m (8.40ft), Average Daily Traffic: 6,500 (year 2004), Truck Traffic: 6%, Features Intersected: SR1933, Facility Carried by Structure: OVERHEAD SIGN Minimum Vertical Clearance: 0.52m (1.71ft), Kilometerpoint: 0.000, Lanes under structure: 4, Material/Design: Steel, Length of Maximum Span: 25.6m (84.0ft) Find on map >>
Structure Number: 27038, Location: .1 MI.E.JCT.US321A (Lat: 35.874361, Lng: -81.509222), Route carried "under" structure: Alternate State highway 1933, Year Built: 1992, Structure Length: 4.15m (13.62ft), Average Daily Traffic: 13,000 (year 2004), Truck Traffic: 6%, Features Intersected: SR1933, Facility Carried by Structure: OVERHEAD SIGN Minimum Vertical Clearance: 5.35m (17.55ft), Kilometerpoint: 0.000, Lanes under structure: 6, Material/Design: Steel, Length of Maximum Span: 41.5m (136.2ft) Find on map >>
Structure Number: 270381, Location: .3 MI.E.JCT.US321A (Lat: 35.873333, Lng: -81.506667), Route carried "under" structure: Alternate State highway 1933, Year Built: 1991, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 6,500 (year 2004), Truck Traffic: 6%, Features Intersected: SR1933 EBL, Facility Carried by Structure: OVERHEAD SIGN Minimum Vertical Clearance: 5.28m (17.32ft), Kilometerpoint: 0.000, Lanes under structure: 2, Material/Design: Steel, Length of Maximum Span: 22.9m (75.1ft) Find on map >>
Structure Number: 270385, Location: 200 FT.S.US64,NC18 (Lat: 35.916667, Lng: -81.523333), Route carried "under" structure: US 321, Year Built: 1990, Structure Length: 3.02m (9.91ft), Average Daily Traffic: 31,000 (year 2004), Truck Traffic: 12%, Features Intersected: US321, Facility Carried by Structure: OVERHEAD SIGN Minimum Vertical Clearance: 5.61m (18.41ft), Kilometerpoint: 0.000, Lanes under structure: 6, Material/Design: Steel, Length of Maximum Span: 30.2m (99.1ft) Find on map >>
Structure Number: 270386, Location: 200 FT.N.US64,NC18 (Lat: 35.916667, Lng: -81.523333), Route carried "under" structure: US 321, Year Built: 1990, Structure Length: 2.83m (9.28ft), Average Daily Traffic: 37,000 (year 2004), Truck Traffic: 12%, Features Intersected: US321, Facility Carried by Structure: OVERHEAD SIGN Minimum Vertical Clearance: 0.53m (1.74ft), Kilometerpoint: 0.000, Lanes under structure: 5, Material/Design: Steel, Length of Maximum Span: 28.3m (92.8ft) Find on map >>
Structure Number: 270387, Location: 150 FT.W.JCT.SR1933 (Lat: 35.897667, Lng: -81.567194), Route carried "under" structure: US 64, Year Built: 1990, Structure Length: 4.11m (13.48ft), Average Daily Traffic: 17,000 (year 2004), Truck Traffic: 12%, Features Intersected: US64,NC18, Facility Carried by Structure: OVERHEAD SIGN Minimum Vertical Clearance: 6.32m (20.73ft), Kilometerpoint: 0.000, Lanes under structure: 8, Material/Design: Steel, Length of Maximum Span: 41.1m (134.8ft) Find on map >>
Structure Number: 270388, Location: 150 FT.N.JCT.US64,NC18BUS (Lat: 35.898361, Lng: -81.566361), Route carried "under" structure: Business State highway 18, Year Built: 1990, Structure Length: 3.41m (11.19ft), Average Daily Traffic: 11,000 (year 2004), Truck Traffic: 6%, Features Intersected: NC18 BUS., Facility Carried by Structure: OVERHEAD SIGN Minimum Vertical Clearance: 5.35m (17.55ft), Kilometerpoint: 0.000, Lanes under structure: 6, Material/Design: Steel, Length of Maximum Span: 34.1m (111.9ft) Find on map >>
Structure Number: 270389, Location: 150 FT.E.JCT.SR1933 (Lat: 35.898028, Lng: -81.565778), Route carried "under" structure: US 64, Year Built: 1990, Structure Length: 3.41m (11.19ft), Average Daily Traffic: 16,000 (year 2004), Truck Traffic: 12%, Features Intersected: US64,NC18, Facility Carried by Structure: OVERHEAD SIGN Minimum Vertical Clearance: 5.35m (17.55ft), Kilometerpoint: 0.000, Lanes under structure: 6, Material/Design: Steel, Length of Maximum Span: 34.1m (111.9ft) Find on map >>
Structure Number: 27039, Location: 150 FT.S.JCT.US64,NC18 (Lat: 35.897028, Lng: -81.566194), Route carried "under" structure: State highway 1933, Year Built: 1990, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 16,000 (year 2003), Truck Traffic: 6%, Features Intersected: SR1933, Facility Carried by Structure: OVERHEAD SIGN Minimum Vertical Clearance: 5.96m (19.55ft), Kilometerpoint: 0.000, Lanes under structure: 8, Material/Design: Steel, Length of Maximum Span: 45.7m (149.9ft) Discuss this city on our hugely popular North Carolina forum Back to: Lenoir, NC, North Carolina, All US cities.
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