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


  • National Bridge Inventory (NBI) Statistics
  • 527Number of bridges
  • 4,961ft / 1,512mTotal length
  • 11,376,745Total average daily traffic
  • 1,410,118Total average daily truck traffic
  • National Bridge Inventory (NBI) Registered Bridges for Winston-Salem
  • No street view available for this location

New bridges in Winston-Salem, NC - historical statistics
  • New bridges - historical statistics
  • 11910-1919
  • 91920-1929
  • 101930-1939
  • 71940-1949
  • 601950-1959
  • 1031960-1969
  • 511970-1979
  • 661980-1989
  • 1071990-1999
  • 312000-2009
  • 612010-2019
  • 212020-2022
Reconstructed bridges in Winston-Salem, NC - Historical Statistics
  • Reconstructed bridges - Historical Statistics
  • 11940-1949
  • 21950-1959
  • 11960-1969
  • 11970-1979
  • 81980-1989
  • 171990-1999
  • 72000-2009
Average Bridge Daily Traffic in Winston-Salem, NC
Average Bridge Truck Traffic in Winston-Salem, NC
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 10.4%Very good
  • 32.0%Good
  • 32.5%Satisfactory
  • 16.9%Fair
  • 8.2%Poor
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 1.7%Excellent
  • 16.9%Very good
  • 35.5%Good
  • 21.6%Satisfactory
  • 14.3%Fair
  • 8.7%Poor
  • 1.3%Serious
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 0.9%Excellent
  • 10.8%Very good
  • 37.7%Good
  • 21.6%Satisfactory
  • 23.4%Fair
  • 5.6%Poor
Bridge Condition - Channel
  • Bridge Condition - Channel
  • 7.4%Very good
  • 59.3%Good
  • 24.1%Satisfactory
  • 6.8%Fair
  • 2.5%Poor
Bridge Condition - Culverts
  • Bridge Condition - Culverts
  • 19.0%Good
  • 51.9%Satisfactory
  • 21.5%Fair
  • 7.6%Poor
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Structure Number: 670593,  Location: 0.9 MI. N. JCT. SR2983 (Lat: 36.016442,  Lng: -80.261186),  Route carried "on" structure: State highway 150,  Year Built: 2002,  Status: Open,  Structure Length: 7.71m (25.30ft),  Average Daily Traffic: 9,500 (year 2015),  Truck Traffic: 12%,  Average Future Daily Traffic: 19,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: SOUTH FORK MUDDY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 65.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.0 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,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 67061,  Location: 0.4 MI. S. JCT. SR1122 (Lat: 36.068572,  Lng: -80.331453),  Route carried "on" structure: State highway 3153,  Year Built: 2007,  Status: Open,  Structure Length: 8.93m (29.30ft),  Average Daily Traffic: 9,250 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 18,500 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: I-40
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 10.3m (33.8ft),  Skew: 11 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 49.6m (162.7ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 0.0m,  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 68.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: Meets minimum limits,  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: 670654,  Location: 0.3 MI. W. JCT. SR4000 (Lat: 36.150231,  Lng: -80.285536),  Route carried "on" structure: State highway 1528,  Year Built: 1972,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 28,000 (year 2015),  Truck Traffic: 12%,  Average Future Daily Traffic: 56,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: MONARCAS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Skew: 23 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: Satisfactory,  Culverts: Fair,  Operating Rating: 41.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021
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Structure Number: 670657,  Location: 0.1 MI W. JCT SR2643 (Lat: 36.062417,  Lng: -80.115122),  Route carried "on" structure: City street ,  Year Built: 2005,  Status: Open,  Structure Length: 2.68m (8.79ft),  Average Daily Traffic: 2,000 (year 2006),  Truck Traffic: 7%,  Average Future Daily Traffic: 4,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: SWAIN CREEK,  Facility Carried by Structure: AXLE 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),  Skew: 13 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 25.6m (84.0ft),  Curb-To-Curb Width: 8.9m (29.2ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 66.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 670658,  Location: 0.1 MI W. JCT SR2643 (Lat: 36.062478,  Lng: -80.115161),  Route carried "on" structure: City street ,  Year Built: 2005,  Status: Open,  Structure Length: 2.68m (8.79ft),  Average Daily Traffic: 2,000 (year 2006),  Truck Traffic: 7%,  Average Future Daily Traffic: 4,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: SWAIN CREEK,  Facility Carried by Structure: AXLE DRIVE
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: 13 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 25.6m (84.0ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 66.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 670668,  Location: 1.62M. N. JCT. US421 RAMP (Lat: 36.135269,  Lng: -80.134942),  Route carried "on" structure: Interstate 74,  Year Built: 2020,  Status: Open,  Structure Length: 6.85m (22.47ft),  Average Daily Traffic: 100 (year 2010),  Truck Traffic: 16%,  Average Future Daily Traffic: 2,020 (year 2040),  Design Load: HL 93,  Features Intersected: Martin Mill Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.544,  Lanes on structure: 4,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 74),  Owner: State Highway Agency,  Approaching Roadway Width: 18.2m (59.7ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.8m (74.8ft),  Curb-To-Curb Width: 18.2m (59.7ft),  Out-to-Out Width: 19.2m (63.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 78.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 44.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  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 2020,  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: 670669,  Location: 1.7M.S.JCT.US 158 W.RAMP (Lat: 36.136058,  Lng: -80.134036),  Route carried "on" structure: Interstate 74,  Year Built: 2020,  Status: Open,  Structure Length: 6.85m (22.47ft),  Average Daily Traffic: 100 (year 2018),  Truck Traffic: 16%,  Average Future Daily Traffic: 200 (year 2040),  Design Load: HL 93,  Features Intersected: MARTIN MILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.544,  Lanes on structure: 4,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 74),  Owner: State Highway Agency,  Approaching Roadway Width: 18.2m (59.7ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.2m (72.8ft),  Curb-To-Curb Width: 18.2m (59.7ft),  Out-to-Out Width: 19.2m (63.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 78.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 44.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  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 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 67067,  Location: 1.6.MI.N.JCT.US421 RAMP (Lat: 36.128714,  Lng: -80.130386),  Route carried "on" structure: Interstate 74,  Year Built: 2019,  Status: Open,  Structure Length: 8.53m (27.99ft),  Average Daily Traffic: 100 (year 2018),  Truck Traffic: 16%,  Average Future Daily Traffic: 200 (year 2040),  Design Load: HL 93,  Features Intersected: Pisgah Church Road, Norf
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.971,  Lanes on structure: 5,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 74),  Owner: State Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 34.1m (111.9ft),  Curb-To-Curb Width: 21.9m (71.9ft),  Out-to-Out Width: 22.9m (75.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 58.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 45.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  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: 670671,  Location: 2.2MI.S.JCT.US158 W.RAMP (Lat: 36.128733,  Lng: -80.130414),  Route carried "on" structure: Interstate 74,  Year Built: 2019,  Status: Open,  Structure Length: 8.71m (28.58ft),  Average Daily Traffic: 100 (year 2018),  Truck Traffic: 16%,  Average Future Daily Traffic: 200 (year 2040),  Design Load: HL 93,  Features Intersected: Pisgah Church Road, Norf
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.971,  Lanes on structure: 5,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 74),  Owner: State Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 35.9m (117.8ft),  Curb-To-Curb Width: 21.9m (71.9ft),  Out-to-Out Width: 22.9m (75.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 58.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 44.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  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: 670672,  Location: 0.4M. N. JCT. US421 (Lat: 36.114044,  Lng: -80.128692),  Route carried "on" structure: Ramp US 421,  Year Built: 2020,  Status: Open,  Structure Length: 11.70m (38.39ft),  Average Daily Traffic: 26,250 (year 2018),  Truck Traffic: 12%,  Average Future Daily Traffic: 52,500 (year 2040),  Design Load: HL 93,  Features Intersected: Harmon Mill (Smith) Cree
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 21),  Owner: State Highway Agency,  Approaching Roadway Width: 11.5m (37.7ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 28.0m (91.9ft),  Curb-To-Curb Width: 11.5m (37.7ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 67.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 43.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable 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 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 670674,  Location: FUTURE I-74 (Lat: 36.116653,  Lng: -80.129444),  Route carried "on" structure: Interstate 7,  Year Built: 2020,  Status: Open,  Structure Length: 9.41m (30.87ft),  Average Daily Traffic: 16,500 (year 2018),  Truck Traffic: 16%,  Average Future Daily Traffic: 33,000 (year 2040),  Design Load: H 10,  Features Intersected: SMITH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 74),  Owner: State Highway Agency,  Approaching Roadway Width: 18.2m (59.7ft),  Skew: 12 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 34.4m (112.9ft),  Curb-To-Curb Width: 18.2m (59.7ft),  Out-to-Out Width: 19.2m (63.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 69.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 52.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  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 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 670675,  Location: 0.3M. S. JCT. US421 RAMP (Lat: 36.116772,  Lng: -80.129764),  Route carried "on" structure: Interstate 74,  Year Built: 2020,  Status: Open,  Structure Length: 9.44m (30.97ft),  Average Daily Traffic: 100 (year 2018),  Truck Traffic: 16%,  Average Future Daily Traffic: 200 (year 2040),  Design Load: HL 93,  Features Intersected: Smith Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.154,  Lanes on structure: 4,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 74),  Owner: State Highway Agency,  Approaching Roadway Width: 18.2m (59.7ft),  Skew: 12 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 34.4m (112.9ft),  Curb-To-Curb Width: 18.2m (59.7ft),  Out-to-Out Width: 19.2m (63.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 69.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 52.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  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 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 670676,  Location: 0.3M. S. JCT. I-74 S. (Lat: 36.117511,  Lng: -80.131275),  Route carried "on" structure: Ramp US 421,  Year Built: 2020,  Status: Open,  Structure Length: 8.04m (26.38ft),  Average Daily Traffic: 26,250 (year 2018),  Truck Traffic: 12%,  Average Future Daily Traffic: 52,500 (year 2040),  Design Load: HL 93,  Features Intersected: HAMON MILL (SMITH) CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 21),  Owner: State Highway Agency,  Approaching Roadway Width: 11.5m (37.7ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 30.7m (100.7ft),  Curb-To-Curb Width: 11.5m (37.7ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 62.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 47.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable 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 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 670677,  Location: 07MI.N.JCT. YS421 RAMP (Lat: 36.112850,  Lng: -80.129806),  Route carried "on" structure: US 421,  Year Built: 2019,  Status: Open,  Structure Length: 6.61m (21.69ft),  Average Daily Traffic: 13,125 (year 2018),  Truck Traffic: 12%,  Average Future Daily Traffic: 26,250 (year 2040),  Design Load: HL 93,  Features Intersected: US 421
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 21),  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 33.2m (108.9ft),  Curb-To-Curb Width: 15.4m (50.5ft),  Out-to-Out Width: 16.4m (53.8ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 72.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 55.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: High priority of corrective action,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  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: 67068,  Location: 0.2 MI.S.JCT.US421 N.RAMP (Lat: 36.112981,  Lng: -80.132500),  Route carried "on" structure: Ramp US 421,  Year Built: 2020,  Status: Open,  Structure Length: 8.53m (27.99ft),  Average Daily Traffic: 31,000 (year 2017),  Truck Traffic: 12%,  Average Future Daily Traffic: 62,000 (year 2040),  Design Load: HL 93,  Features Intersected: I-40/US 421
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 21),  Owner: State Highway Agency,  Approaching Roadway Width: 12.1m (39.7ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 44.8m (147.0ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 68.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 53.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 670687,  Location: 0.2 MI. S. JCT. SR4326 (Lat: 36.086444,  Lng: -80.229278),  Route carried "on" structure: Ramp US 52,  Year Built: 2014,  Status: Open,  Structure Length: 5.69m (18.67ft),  Average Daily Traffic: 500 (year 2015),  Truck Traffic: 12%,  Average Future Daily Traffic: 1,000 (year 2040),  Design Load: HL 93,  Features Intersected: SALEM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.7m (31.8ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 36.5m (119.8ft),  Curb-To-Curb Width: 10.3m (33.8ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 73.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 57.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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,  Inspection Date: August 2020,  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: 670701,  Location: 0.1M. N. JCT. SR2381 (Lat: 36.149339,  Lng: -80.167411),  Route carried "on" structure: State highway 2381,  Year Built: 2019,  Status: Open,  Structure Length: 6.73m (22.08ft),  Average Daily Traffic: 3,000 (year 2017),  Truck Traffic: 7%,  Average Future Daily Traffic: 6,000 (year 2040),  Design Load: HL 93,  Features Intersected: I74
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 10.3m (33.8ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 33.5m (109.9ft),  Curb-To-Curb Width: 10.3m (33.8ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 61.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 47.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than 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: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 670752,  Location: Winston-Salem (Lat: 36.108139,  Lng: -80.373500),  Route carried "on" structure: City street ,  Year Built: 2019,  Status: Open,  Structure Length: 1.15m (3.77ft),  Average Daily Traffic: 100 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 200 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: Tomahawk Creek,  Facility Carried by Structure: Brookberry Farm Ci
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.9m (35.8ft)

Condition: Channel: Satisfactory,  Culverts: Good,  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: 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: May 2020
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Structure Number: 670753,  Location: 200MI.W.OF SWEETGRASS TR. (Lat: 36.115000,  Lng: -80.370278),  Route carried "on" structure: City street ,  Year Built: 2019,  Status: Open,  Structure Length: 1.43m (4.69ft),  Average Daily Traffic: 100 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 200 (year 2040),  Design Load: HL 93,  Features Intersected: TOMAHAWK CREEK,  Facility Carried by Structure: WINDALIER LANE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.0m (32.8ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.4m (44.0ft),  Curb-To-Curb Width: 8.7m (28.5ft),  Out-to-Out Width: 10.9m (35.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 78.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 59.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: May 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 59008,  Location: 0.5 MI. N. JCT. US158 (Lat: 35.984869,  Lng: -80.493439),  Route carried "under" structure: Interstate 40,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 18,000 (year 2017),  Truck Traffic: 23%,  Features Intersected: SR1441
Minimum Vertical Clearance: 5.63m (18.47ft),  Kilometerpoint: 53.889,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.8m (87.9ft)

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Structure Number: 670011,  Location: 1.1 MI.E.JCT.NC109 (Lat: 36.060483,  Lng: -80.195003),  Route carried "under" structure: City street ,  Year Built: 1980,  Structure Length: 0. m,  Average Daily Traffic: 3,800 (year 2019),  Truck Traffic: 7%,  Features Intersected: I40 WBL, US311 NBL,  Facility Carried by Structure: WILLIARD ROAD
Minimum Vertical Clearance: 8.43m (27.66ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.8m (74.8ft)

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Structure Number: 670023,  Location: 0.4 MI. W. JCT. SR4205 (Lat: 36.006658,  Lng: -80.236322),  Route carried "under" structure: US 52,  Year Built: 1977,  Structure Length: 0. m,  Average Daily Traffic: 19,000 (year 2019),  Truck Traffic: 16%,  Features Intersected: SR2983
Minimum Vertical Clearance: 5.47m (17.95ft),  Kilometerpoint: 31.181,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 47.2m (154.9ft)

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Structure Number: 670023,  Location: 0.4 MI. W. JCT. SR4205 (Lat: 36.006658,  Lng: -80.236322),  Route carried "under" structure: US 52,  Year Built: 1977,  Structure Length: 0. m,  Average Daily Traffic: 19,000 (year 2019),  Truck Traffic: 16%,  Features Intersected: SR2983
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 31.193,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 47.2m (154.9ft)

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Structure Number: 670027,  Location: 0.6 MI. N. JCT. SR2983 (Lat: 36.015211,  Lng: -80.235236),  Route carried "under" structure: State highway 4205,  Year Built: 1977,  Structure Length: 0. m,  Average Daily Traffic: 13,000 (year 2019),  Truck Traffic: 7%,  Features Intersected: I-285NBL,US52 NBL
Minimum Vertical Clearance: 5.28m (17.32ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.4m (126.0ft)

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Structure Number: 670028,  Location: 0.6 MI. N. JCT. SR2983 (Lat: 36.015356,  Lng: -80.235467),  Route carried "under" structure: State highway 4205,  Year Built: 1977,  Structure Length: 0. m,  Average Daily Traffic: 13,000 (year 2019),  Truck Traffic: 7%,  Features Intersected: I285SBL,US52 SBL
Minimum Vertical Clearance: 4.87m (15.98ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.0m (128.0ft)

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Structure Number: 670029,  Location: 0.6 MI. N. JCT. SR2744 (Lat: 36.058450,  Lng: -80.213561),  Route carried "under" structure: Interstate 40,  Year Built: 1980,  Structure Length: 0. m,  Average Daily Traffic: 54,000 (year 2019),  Truck Traffic: 16%,  Features Intersected: NC109
Minimum Vertical Clearance: 5.15m (16.90ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.6m (116.8ft)

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Structure Number: 670029,  Location: 0.6 MI. N. JCT. SR2744 (Lat: 36.058450,  Lng: -80.213561),  Route carried "under" structure: Interstate 40,  Year Built: 1980,  Structure Length: 0. m,  Average Daily Traffic: 54,000 (year 2019),  Truck Traffic: 16%,  Features Intersected: NC109
Minimum Vertical Clearance: 5.30m (17.39ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.6m (116.8ft)

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Structure Number: 670048,  Location: 0.7 MI. S. JCT. SR1686 (Lat: 36.165708,  Lng: -80.261800),  Route carried "under" structure: US 52,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 26,500 (year 2013),  Truck Traffic: 12%,  Features Intersected: NC8
Minimum Vertical Clearance: 5.09m (16.70ft),  Kilometerpoint: 34.826,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.3m (79.7ft)

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Structure Number: 670048,  Location: 0.7 MI. S. JCT. SR1686 (Lat: 36.165708,  Lng: -80.261800),  Route carried "under" structure: US 52,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 26,500 (year 2013),  Truck Traffic: 12%,  Features Intersected: NC8
Minimum Vertical Clearance: 4.56m (14.96ft),  Kilometerpoint: 34.826,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.3m (79.7ft)

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Structure Number: 670049,  Location: 0.4 MI. W. JCT. SR4394 (Lat: 36.090458,  Lng: -80.229403),  Route carried "under" structure: US 52,  Year Built: 2017,  Structure Length: 0. m,  Average Daily Traffic: 37,000 (year 2019),  Truck Traffic: 12%,  Features Intersected: SR4326
Minimum Vertical Clearance: 6.24m (20.47ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.1m (88.9ft)

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Structure Number: 670049,  Location: 0.4 MI. W. JCT. SR4394 (Lat: 36.090458,  Lng: -80.229403),  Route carried "under" structure: US 52,  Year Built: 2017,  Structure Length: 0. m,  Average Daily Traffic: 37,000 (year 2019),  Truck Traffic: 12%,  Features Intersected: SR4326
Minimum Vertical Clearance: 5.86m (19.23ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.1m (88.9ft)

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Structure Number: 670056,  Location: 0.5 MI. W. JCT. SR2747 (Lat: 36.041606,  Lng: -80.239153),  Route carried "under" structure: US 52,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 22,500 (year 2018),  Truck Traffic: 16%,  Features Intersected: ARNOLD AVE
Minimum Vertical Clearance: 4.82m (15.81ft),  Kilometerpoint: 31.946,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 14.9m (48.9ft)

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Structure Number: 670056,  Location: 0.5 MI. W. JCT. SR2747 (Lat: 36.041606,  Lng: -80.239153),  Route carried "under" structure: US 52,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 22,500 (year 2019),  Truck Traffic: 16%,  Features Intersected: ARNOLD AVE
Minimum Vertical Clearance: 5.07m (16.63ft),  Kilometerpoint: 31.946,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 14.9m (48.9ft)

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Structure Number: 67006,  Location: 0.2 MI.W.JCT.SR2743 (Lat: 36.047742,  Lng: -80.236731),  Route carried "under" structure: Interstate 285,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 28,750 (year 2019),  Truck Traffic: 16%,  Features Intersected: SR2747
Minimum Vertical Clearance: 4.87m (15.98ft),  Kilometerpoint: 32.077,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 15.2m (49.9ft)

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Structure Number: 67006,  Location: 0.2 MI.W.JCT.SR2743 (Lat: 36.047742,  Lng: -80.236731),  Route carried "under" structure: Interstate 285,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 28,750 (year 2019),  Truck Traffic: 16%,  Features Intersected: SR2747
Minimum Vertical Clearance: 4.90m (16.08ft),  Kilometerpoint: 32.077,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 15.2m (49.9ft)

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Structure Number: 670071,  Location: 0.4 MI. W. JCT. SR2743 (Lat: 36.053642,  Lng: -80.233792),  Route carried "under" structure: Interstate 285,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 28,750 (year 2019),  Truck Traffic: 16%,  Features Intersected: CASSELL ST
Minimum Vertical Clearance: 4.85m (15.91ft),  Kilometerpoint: 32.211,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 14.3m (46.9ft)

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Structure Number: 670071,  Location: 0.4 MI. W. JCT. SR2743 (Lat: 36.053642,  Lng: -80.233792),  Route carried "under" structure: Interstate 285,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 28,750 (year 2019),  Truck Traffic: 16%,  Features Intersected: CASSELL ST
Minimum Vertical Clearance: 5.04m (16.54ft),  Kilometerpoint: 32.211,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 14.3m (46.9ft)

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Structure Number: 670078,  Location: 0.6 MI. S. JCT. SR3875 (Lat: 36.062625,  Lng: -80.231514),  Route carried "under" structure: Bypass Interstate 40,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 64,500 (year 2019),  Truck Traffic: 16%,  Features Intersected: US52, US311, NC8
Minimum Vertical Clearance: 4.87m (15.98ft),  Kilometerpoint: 58.979,  Lanes on structure: 6,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.4m (66.9ft)

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Structure Number: 670078,  Location: 0.6 MI. S. JCT. SR3875 (Lat: 36.062625,  Lng: -80.231514),  Route carried "under" structure: Bypass Interstate 40,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 64,500 (year 2019),  Truck Traffic: 16%,  Features Intersected: US52, US311, NC8
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 58.979,  Lanes on structure: 6,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.4m (66.9ft)

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Structure Number: 670085,  Location: 0.5 MI. E. JCT. SR1125 (Lat: 36.078450,  Lng: -80.300775),  Route carried "under" structure: State highway 67,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 30,000 (year 2016),  Truck Traffic: 6%,  Features Intersected: US158
Minimum Vertical Clearance: 5.96m (19.55ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.2m (59.7ft)

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Structure Number: 670085,  Location: 0.5 MI. E. JCT. SR1125 (Lat: 36.078450,  Lng: -80.300775),  Route carried "under" structure: State highway 67,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 30,000 (year 2017),  Truck Traffic: 6%,  Features Intersected: US158
Minimum Vertical Clearance: 5.76m (18.90ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.2m (59.7ft)

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Structure Number: 670107,  Location: 0.3 MI. E. JCT. SR2937 (Lat: 36.040775,  Lng: -80.259928),  Route carried "under" structure: State highway 150,  Year Built: 1956,  Structure Length: 0. m,  Average Daily Traffic: 15,000 (year 2019),  Truck Traffic: 12%,  Features Intersected: SR2747
Minimum Vertical Clearance: 4.47m (14.67ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Length of Maximum Span: 15.8m (51.8ft)

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Structure Number: 670107,  Location: 0.3 MI. E. JCT. SR2937 (Lat: 36.040775,  Lng: -80.259928),  Route carried "under" structure: State highway 150,  Year Built: 1956,  Structure Length: 0. m,  Average Daily Traffic: 15,000 (year 2019),  Truck Traffic: 12%,  Features Intersected: SR2747
Minimum Vertical Clearance: 4.59m (15.06ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Length of Maximum Span: 15.8m (51.8ft)

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Structure Number: 670111,  Location: 0.3 MI. N. JCT. I40 (Lat: 36.068975,  Lng: -80.228578),  Route carried "under" structure: City street ,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 8,100 (year 2013),  Truck Traffic: 7%,  Features Intersected: US52, US311,  Facility Carried by Structure: SPRAGUE ST.
Minimum Vertical Clearance: 4.74m (15.55ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.4m (66.9ft)

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Structure Number: 670115,  Location: 0.6 MI. N. JCT. I40 (Lat: 36.071153,  Lng: -80.228267),  Route carried "under" structure: State highway 4315,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 9,150 (year 2013),  Truck Traffic: 7%,  Features Intersected: US52, US311
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 5,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.7m (127.0ft)

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Structure Number: 670123,  Location: 0.85 MI. N. JCT. I40 (Lat: 36.073867,  Lng: -80.229983),  Route carried "under" structure: City street ,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 1,200 (year 2017),  Truck Traffic: 7%,  Features Intersected: US52, US311,  Facility Carried by Structure: VARGRAVE ST.
Minimum Vertical Clearance: 4.59m (15.06ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.0m (91.9ft)

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Structure Number: 670124,  Location: 100 FT W. JCT VARGRAVE ST (Lat: 36.078892,  Lng: -80.230425),  Route carried "under" structure: US 52,  Year Built: 2016,  Structure Length: 0. m,  Average Daily Traffic: 30,500 (year 2015),  Truck Traffic: 12%,  Features Intersected: MOCK STREET
Minimum Vertical Clearance: 5.30m (17.39ft),  Kilometerpoint: 32.766,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.9m (81.7ft)

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Structure Number: 670124,  Location: 100 FT W. JCT VARGRAVE ST (Lat: 36.078892,  Lng: -80.230425),  Route carried "under" structure: US 52,  Year Built: 2016,  Structure Length: 0. m,  Average Daily Traffic: 30,500 (year 2015),  Truck Traffic: 12%,  Features Intersected: MOCK STREET
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 32.766,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.9m (81.7ft)

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Structure Number: 670125,  Location: 0.3 MI. S. JCT. SR1001 (Lat: 36.093919,  Lng: -80.279075),  Route carried "under" structure: Business Interstate 40,  Year Built: 1956,  Structure Length: 0. m,  Average Daily Traffic: 13,500 (year 2019),  Truck Traffic: 12%,  Features Intersected: US158
Minimum Vertical Clearance: 4.71m (15.45ft),  Kilometerpoint: 0.944,  Lanes on structure: 5,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.3m (56.8ft)

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Structure Number: 670125,  Location: 0.3 MI. S. JCT. SR1001 (Lat: 36.093919,  Lng: -80.279075),  Route carried "under" structure: Business Interstate 40,  Year Built: 1956,  Structure Length: 0. m,  Average Daily Traffic: 13,500 (year 2019),  Truck Traffic: 12%,  Features Intersected: US158
Minimum Vertical Clearance: 4.90m (16.08ft),  Kilometerpoint: 0.944,  Lanes on structure: 5,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.3m (56.8ft)

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Structure Number: 670143,  Location: 0.8 MI. S. JCT. I40 (Lat: 36.083556,  Lng: -80.229356),  Route carried "under" structure: State highway 4033,  Year Built: 2017,  Structure Length: 0. m,  Average Daily Traffic: 5,000 (year 2019),  Truck Traffic: 7%,  Features Intersected: US52, US311&NC8
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 3,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.6m (80.7ft)

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Structure Number: 670143,  Location: 0.8 MI. S. JCT. I40 (Lat: 36.083556,  Lng: -80.229356),  Route carried "under" structure: State highway 4033,  Year Built: 2017,  Structure Length: 0. m,  Average Daily Traffic: 5,000 (year 2019),  Truck Traffic: 7%,  Features Intersected: US52, US311&NC8
Minimum Vertical Clearance: 6.50m (21.33ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 3,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.6m (80.7ft)

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Structure Number: 670163,  Location: 0.5 MI. S. JCT. US311 (Lat: 36.095211,  Lng: -80.228036),  Route carried "under" structure: Business Interstate 40,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 38,500 (year 2015),  Truck Traffic: 12%,  Features Intersected: SR4325
Minimum Vertical Clearance: 4.86m (15.94ft),  Kilometerpoint: 1.859,  Lanes on structure: 5,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.6m (57.7ft)

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Structure Number: 670163,  Location: 0.5 MI. S. JCT. US311 (Lat: 36.095211,  Lng: -80.228036),  Route carried "under" structure: Business Interstate 40,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 38,500 (year 2015),  Truck Traffic: 12%,  Features Intersected: SR4325
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 1.859,  Lanes on structure: 5,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.6m (57.7ft)

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Structure Number: 670178,  Location: 0.6 MI. S. JCT NC67 (Lat: 36.091819,  Lng: -80.251731),  Route carried "under" structure: Alternate US ,  Year Built: 2019,  Structure Length: 0. m,  Average Daily Traffic: 31,250 (year 2018),  Truck Traffic: 12%,  Features Intersected: BROAD STREET,  Facility Carried by Structure: US 421 S
Minimum Vertical Clearance: 5.85m (19.19ft),  Kilometerpoint: 71.232,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.7m (127.0ft)

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Structure Number: 670178,  Location: 0.6 MI. S. JCT NC67 (Lat: 36.091819,  Lng: -80.251731),  Route carried "under" structure: Alternate US ,  Year Built: 2019,  Structure Length: 0. m,  Average Daily Traffic: 31,250 (year 2018),  Truck Traffic: 12%,  Features Intersected: BROAD STREET,  Facility Carried by Structure: US 421 N
Minimum Vertical Clearance: 5.81m (19.06ft),  Kilometerpoint: 71.232,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.7m (127.0ft)

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Structure Number: 670183,  Location: 1.2 MI. N. JCT. SR1109 (Lat: 36.051758,  Lng: -80.358719),  Route carried "under" structure: Interstate 40,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 31,500 (year 2015),  Truck Traffic: 16%,  Features Intersected: SR1137
Minimum Vertical Clearance: 5.23m (17.16ft),  Kilometerpoint: 56.602,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.3m (56.8ft)

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Structure Number: 670183,  Location: 1.2 MI. N. JCT. SR1109 (Lat: 36.051758,  Lng: -80.358719),  Route carried "under" structure: Interstate 40,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 31,500 (year 2015),  Truck Traffic: 16%,  Features Intersected: SR1137
Minimum Vertical Clearance: 5.76m (18.90ft),  Kilometerpoint: 56.602,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.3m (56.8ft)

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Structure Number: 670185,  Location: 0.4 MI. W. JCT. SR4394 (Lat: 36.098725,  Lng: -80.235819),  Route carried "under" structure: US 52,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 48,250 (year 2018),  Truck Traffic: 12%,  Features Intersected: 3RD STREET
Minimum Vertical Clearance: 5.25m (17.22ft),  Kilometerpoint: 33.226,  Lanes on structure: 4,  Lanes under structure: 3,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 14.6m (47.9ft)

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Structure Number: 670185,  Location: 0.4 MI. W. JCT. SR4394 (Lat: 36.098725,  Lng: -80.235819),  Route carried "under" structure: US 52,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 48,250 (year 2018),  Truck Traffic: 12%,  Features Intersected: 3RD STREET
Minimum Vertical Clearance: 6.29m (20.64ft),  Kilometerpoint: 33.226,  Lanes on structure: 4,  Lanes under structure: 3,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 14.6m (47.9ft)

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Structure Number: 670191,  Location: 0.4 MI.W.JCT.SR4394 (Lat: 36.099422,  Lng: -80.235853),  Route carried "under" structure: US 52,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 48,250 (year 2018),  Truck Traffic: 12%,  Features Intersected: 4TH STREET
Minimum Vertical Clearance: 6.01m (19.72ft),  Kilometerpoint: 33.241,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 14.6m (47.9ft)

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Structure Number: 670191,  Location: 0.4 MI.W.JCT.SR4394 (Lat: 36.099422,  Lng: -80.235853),  Route carried "under" structure: US 52,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 48,250 (year 2018),  Truck Traffic: 12%,  Features Intersected: 4TH STREET
Minimum Vertical Clearance: 5.63m (18.47ft),  Kilometerpoint: 33.241,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 14.6m (47.9ft)

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Structure Number: 670193,  Location: 0.3 MI. S. JCT. SR1243 (Lat: 36.062900,  Lng: -80.340719),  Route carried "under" structure: Interstate 40,  Year Built: 1988,  Structure Length: 0. m,  Average Daily Traffic: 31,500 (year 2015),  Truck Traffic: 16%,  Features Intersected: JONESTOWN ROAD
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 56.998,  Lanes on structure: 3,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.4m (126.0ft)

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Structure Number: 670193,  Location: 0.3 MI. S. JCT. SR1243 (Lat: 36.062900,  Lng: -80.340719),  Route carried "under" structure: Interstate 40,  Year Built: 1988,  Structure Length: 0. m,  Average Daily Traffic: 31,500 (year 2015),  Truck Traffic: 16%,  Features Intersected: JONESTOWN ROAD
Minimum Vertical Clearance: 5.09m (16.70ft),  Kilometerpoint: 56.998,  Lanes on structure: 3,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.4m (126.0ft)

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Structure Number: 670203,  Location: 0.4 MI. W. JCT. SR4394 (Lat: 36.100522,  Lng: -80.235906),  Route carried "under" structure: US 52,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 48,250 (year 2018),  Truck Traffic: 12%,  Features Intersected: FIFTH STREET
Minimum Vertical Clearance: 4.92m (16.14ft),  Kilometerpoint: 33.266,  Lanes on structure: 3,  Lanes under structure: 3,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 14.6m (47.9ft)

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Structure Number: 670203,  Location: 0.4 MI. W. JCT. SR4394 (Lat: 36.100522,  Lng: -80.235906),  Route carried "under" structure: US 52,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 48,250 (year 2018),  Truck Traffic: 12%,  Features Intersected: FIFTH STREET
Minimum Vertical Clearance: 5.84m (19.16ft),  Kilometerpoint: 33.266,  Lanes on structure: 3,  Lanes under structure: 3,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 14.6m (47.9ft)

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Structure Number: 670206,  Location: 0.3 MI. W. JCT. US52 (Lat: 36.136803,  Lng: -80.242686),  Route carried "under" structure: City street ,  Year Built: 1980,  Structure Length: 0. m,  Average Daily Traffic: 5,900 (year 2013),  Truck Traffic: 7%,  Features Intersected: SR2264,  Facility Carried by Structure: PATTERSON AVENUE
Minimum Vertical Clearance: 5.15m (16.90ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.6m (70.9ft)

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Structure Number: 670207,  Location: 0.2 MI. E. JCT. US52 (Lat: 36.173917,  Lng: -80.265697),  Route carried "under" structure: City street ,  Year Built: 2003,  Structure Length: 0. m,  Average Daily Traffic: 7,600 (year 2015),  Truck Traffic: 7%,  Features Intersected: SR1686,  Facility Carried by Structure: PATTERSON AVENUE
Minimum Vertical Clearance: 4.95m (16.24ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 53.9m (176.8ft)

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Structure Number: 670218,  Location: 1.0 MI. N. JCT. I40 (Lat: 36.105275,  Lng: -80.236128),  Route carried "under" structure: US 311,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 8,000 (year 2017),  Truck Traffic: 6%,  Features Intersected: US52, US311
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.9m (58.7ft)

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Structure Number: 670218,  Location: 1.0 MI. N. JCT. I40 (Lat: 36.105275,  Lng: -80.236128),  Route carried "under" structure: US 311,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 8,000 (year 2017),  Truck Traffic: 6%,  Features Intersected: US52, US311
Minimum Vertical Clearance: 4.41m (14.47ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.9m (58.7ft)

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