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Bridge Statistics for Candor, North Carolina (NC)
Condition, Traffic, Stress, Structural Evaluation, Project Costs


  • National Bridge Inventory (NBI) Statistics
  • 21Number of bridges
  • 180ft / 54.6mTotal length
  • 105,540Total average daily traffic
  • 21,641Total average daily truck traffic
  • National Bridge Inventory (NBI) Registered Bridges for Candor
  • No street view available for this location

New bridges in Candor, NC - historical statistics
  • New bridges - historical statistics
  • 11920-1929
  • 141970-1979
  • 32000-2009
  • 32010-2019
Average Bridge Daily Traffic in Candor, NC
Average Bridge Truck Traffic in Candor, NC
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 10.0%Excellent
  • 20.0%Very good
  • 20.0%Good
  • 50.0%Satisfactory
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 10.0%Excellent
  • 40.0%Very good
  • 40.0%Good
  • 10.0%Satisfactory
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 10.0%Excellent
  • 20.0%Very good
  • 10.0%Good
  • 60.0%Satisfactory
Bridge Condition - Channel
  • Bridge Condition - Channel
  • 40.0%Very good
  • 60.0%Good
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Structure Number: 1230004,  Location: 0.4 MI. E. JCT. SR1609 (Lat: 35.285431,  Lng: -79.727994),  Route carried "on" structure: State highway 1514,  Year Built: 1977,  Status: Open,  Structure Length: 9.57m (31.40ft),  Average Daily Traffic: 210 (year 2016),  Truck Traffic: 6%,  Average Future Daily Traffic: 420 (year 2040),  Design Load: HS 15,  Features Intersected: I73/74,US220
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: 5.4m (17.7ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 35.9m (117.8ft),  Curb-To-Curb Width: 8.9m (29.2ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 47.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.1 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: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1230007,  Location: 5.0M. S. JCT NC24/27 (Lat: 35.296683,  Lng: -79.728586),  Route carried "on" structure: Interstate 73,  Year Built: 1979,  Status: Open,  Structure Length: 8.74m (28.67ft),  Average Daily Traffic: 6,750 (year 2019),  Truck Traffic: 23%,  Average Future Daily Traffic: 13,500 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: NC211 & N.S.RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.411,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 73),  Owner: State Highway Agency,  Approaching Roadway Width: 9.7m (31.8ft),  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: 35.9m (117.8ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 14.4m (47.2ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 86.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1230008,  Location: 5.0 MI. S. JCT. NC24/27 (Lat: 35.296544,  Lng: -79.728997),  Route carried "on" structure: Interstate 73,  Year Built: 1979,  Status: Open,  Structure Length: 8.74m (28.67ft),  Average Daily Traffic: 6,750 (year 2019),  Truck Traffic: 23%,  Average Future Daily Traffic: 13,500 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: NC211 & N.S.RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 73),  Owner: State Highway Agency,  Approaching Roadway Width: 11.5m (37.7ft),  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: 35.9m (117.8ft),  Curb-To-Curb Width: 14.4m (47.2ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 86.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum 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: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1230017,  Location: 1.2 MI. N. JCT. NC211 (Lat: 35.315300,  Lng: -79.733125),  Route carried "on" structure: Interstate 73,  Year Built: 1979,  Status: Open,  Structure Length: 4.63m (15.19ft),  Average Daily Traffic: 9,250 (year 2019),  Truck Traffic: 23%,  Average Future Daily Traffic: 18,500 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: SR1509
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 20),  Owner: State Highway Agency,  Approaching Roadway Width: 11.2m (36.7ft),  Skew: 10 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.9m (71.9ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 58.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum 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 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1230018,  Location: 1.2 MI. N. JCT. NC211 (Lat: 35.315108,  Lng: -79.733456),  Route carried "on" structure: Interstate 73,  Year Built: 1979,  Status: Open,  Structure Length: 4.63m (15.19ft),  Average Daily Traffic: 9,250 (year 2019),  Truck Traffic: 23%,  Average Future Daily Traffic: 18,500 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: SR1509
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.716,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 73),  Owner: State Highway Agency,  Approaching Roadway Width: 11.2m (36.7ft),  Skew: 10 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.9m (71.9ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 58.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1230019,  Location: 2.5 MI.S.JCT.NC24&NC27 (Lat: 35.329578,  Lng: -79.745931),  Route carried "on" structure: Interstate 73,  Year Built: 1979,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 17,500 (year 2018),  Truck Traffic: 23%,  Average Future Daily Traffic: 35,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: CABIN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 73),  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 24 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 2.1m (6.9ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 41.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  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 60 months,  Inspection Date: December 2021,  Underwater Inspection Date: December 2021
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Structure Number: 1230099,  Location: 1.5 MI. E. JCT. I73/74 (Lat: 35.263333,  Lng: -79.704969),  Route carried "on" structure: State highway 1520,  Year Built: 2013,  Status: Open,  Structure Length: 2.19m (7.19ft),  Average Daily Traffic: 700 (year 2016),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,400 (year 2040),  Design Load: HL 93,  Features Intersected: DROWNING CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 5.1m (16.7ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.0m (68.9ft),  Curb-To-Curb Width: 8.3m (27.2ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 56.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 41.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  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 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1230224,  Location: 0.4 MI. N. JCT. SR1516 (Lat: 35.281531,  Lng: -79.770531),  Route carried "on" structure: State highway 1562,  Year Built: 2017,  Status: Open,  Structure Length: 1.88m (6.17ft),  Average Daily Traffic: 200 (year 2016),  Truck Traffic: 6%,  Average Future Daily Traffic: 400 (year 2040),  Features Intersected: BIG CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.9m (58.7ft),  Curb-To-Curb Width: 8.3m (27.2ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Very good,  Operating Rating: 67.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 51.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1230254,  Location: 0.7 MI. S. JCT. SR1608 (Lat: 35.253450,  Lng: -79.729647),  Route carried "on" structure: Alternate US 220,  Year Built: 2006,  Status: Open,  Structure Length: 8.38m (27.49ft),  Average Daily Traffic: 2,700 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 5,400 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: I73, I74, US220
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.318,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 13.1m (43.0ft),  Skew: 23 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 42.0m (137.8ft),  Curb-To-Curb Width: 15.5m (50.9ft),  Out-to-Out Width: 17.7m (58.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Satisfactory,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 62.5 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: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1250004,  Location: 0.2 MI. E. JCT. SR1279 (Lat: 35.361806,  Lng: -79.692633),  Route carried "on" structure: State highway 24,  Year Built: 1921,  Year Reconstructed: 1941,  Status: Open,  Structure Length: 1.12m (3.67ft),  Average Daily Traffic: 4,000 (year 2015),  Truck Traffic: 8%,  Average Future Daily Traffic: 8,000 (year 2040),  Design Load: H 15,  Features Intersected: MILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 3,  Subroute: 24),  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.9m (35.8ft),  Curb-To-Curb Width: 8.9m (29.2ft),  Out-to-Out Width: 10.3m (33.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 46.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1510018,  Location: 0.2 MI. S. JCT. SR1174 (Lat: 35.315108,  Lng: -79.733456),  Route carried "on" structure: State highway 1107,  Year Built: 2019,  Status: Open,  Structure Length: 4.05m (13.29ft),  Average Daily Traffic: 300 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 600 (year 2040),  Features Intersected: BETTY MCGEES CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 1,  Length of Maximum Span: 27.1m (88.9ft),  Curb-To-Curb Width: 8.4m (27.6ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 63.5 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,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1230002,  Location: 0.4 MI. E. JCT. SR1609 (Lat: 35.270603,  Lng: -79.727164),  Route carried "under" structure: Interstate 73,  Year Built: 1977,  Structure Length: 0. m,  Average Daily Traffic: 7,000 (year 2018),  Truck Traffic: 23%,  Features Intersected: SR1520
Minimum Vertical Clearance: 4.92m (16.14ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.1m (98.8ft)

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Structure Number: 1230002,  Location: 0.4 MI. E. JCT. SR1609 (Lat: 35.270603,  Lng: -79.727164),  Route carried "under" structure: Interstate 73,  Year Built: 1977,  Structure Length: 0. m,  Average Daily Traffic: 7,000 (year 2018),  Truck Traffic: 23%,  Features Intersected: SR1520
Minimum Vertical Clearance: 5.02m (16.47ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.1m (98.8ft)

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Structure Number: 1230004,  Location: 0.4 MI. E. JCT. SR1609 (Lat: 35.285431,  Lng: -79.727994),  Route carried "under" structure: Interstate 73,  Year Built: 1977,  Structure Length: 0. m,  Average Daily Traffic: 6,750 (year 2019),  Truck Traffic: 23%,  Features Intersected: SR1514
Minimum Vertical Clearance: 5.41m (17.75ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.9m (117.8ft)

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Structure Number: 1230004,  Location: 0.4 MI. E. JCT. SR1609 (Lat: 35.285431,  Lng: -79.727994),  Route carried "under" structure: Interstate 73,  Year Built: 1977,  Structure Length: 0. m,  Average Daily Traffic: 6,750 (year 2019),  Truck Traffic: 23%,  Features Intersected: SR1514
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.9m (117.8ft)

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Structure Number: 1230007,  Location: 5.0M. S. JCT NC24/27 (Lat: 35.296683,  Lng: -79.728586),  Route carried "under" structure: State highway 211,  Year Built: 1979,  Structure Length: 0. m,  Average Daily Traffic: 3,900 (year 2017),  Truck Traffic: 7%,  Features Intersected: I73N/I-74W/US220 N
Minimum Vertical Clearance: 8.41m (27.59ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.9m (117.8ft)

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Structure Number: 1230008,  Location: 5.0 MI. S. JCT. NC24/27 (Lat: 35.296544,  Lng: -79.728997),  Route carried "under" structure: State highway 211,  Year Built: 1979,  Structure Length: 0. m,  Average Daily Traffic: 3,700 (year 2019),  Truck Traffic: 7%,  Features Intersected: I73S/I74E/US220 S
Minimum Vertical Clearance: 8.00m (26.25ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.9m (117.8ft)

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Structure Number: 1230017,  Location: 1.2 MI. N. JCT. NC211 (Lat: 35.315300,  Lng: -79.733125),  Route carried "under" structure: State highway 1509,  Year Built: 1979,  Structure Length: 0. m,  Average Daily Traffic: 560 (year 2012),  Truck Traffic: 6%,  Features Intersected: I73/74,US220 NBL
Minimum Vertical Clearance: 4.78m (15.68ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.9m (71.9ft)

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Structure Number: 1230018,  Location: 1.2 MI. N. JCT. NC211 (Lat: 35.315108,  Lng: -79.733456),  Route carried "under" structure: State highway 1509,  Year Built: 1979,  Structure Length: 0. m,  Average Daily Traffic: 270 (year 2016),  Truck Traffic: 6%,  Features Intersected: I73/74,US220 SBL
Minimum Vertical Clearance: 5.09m (16.70ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.9m (71.9ft)

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Structure Number: 1230254,  Location: 0.7 MI. S. JCT. SR1608 (Lat: 35.253450,  Lng: -79.729647),  Route carried "under" structure: Interstate 73,  Year Built: 2006,  Structure Length: 0. m,  Average Daily Traffic: 6,000 (year 2018),  Truck Traffic: 23%,  Features Intersected: US220ALT
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 12.557,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 42.0m (137.8ft)

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Structure Number: 1230254,  Location: 0.7 MI. S. JCT. SR1608 (Lat: 35.253450,  Lng: -79.729647),  Route carried "under" structure: Interstate 73,  Year Built: 2006,  Structure Length: 0. m,  Average Daily Traffic: 6,000 (year 2018),  Truck Traffic: 23%,  Features Intersected: US220ALT
Minimum Vertical Clearance: 5.74m (18.83ft),  Kilometerpoint: 12.557,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 42.0m (137.8ft)

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