Bridge Statistics for Belmont, North Carolina (NC)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 18Number of bridges
- 417ft / 127mTotal length
- 672,700Total average daily traffic
- 107,572Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Belmont
- No street view available for this location
- New bridges - historical statistics
- 11930-1939
- 31950-1959
- 81960-1969
- 41980-1989
- 21990-1999
- Reconstructed bridges - Historical Statistics
- 21980-1989
- 01990-1999
- 12000-2009
- Bridge Condition - Deck
- 27.3%Good
- 54.5%Satisfactory
- 18.2%Fair
- Bridge Condition - Superstructure
- 27.3%Good
- 45.5%Satisfactory
- 27.3%Fair
- Bridge Condition - Substructure
- 9.1%Very good
- 18.2%Good
- 54.5%Satisfactory
- 18.2%Fair
- Bridge Condition - Channel
- 40.0%Very good
- 20.0%Good
- 40.0%Satisfactory
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Structure Number: 710022, Location: 0.5 MI. N. JCT. SR2600 (Lat: 35.189469, Lng: -81.021219), Route carried "on" structure: State highway 273, Year Built: 1956, Year Reconstructed: 2012, Status: Posted for load, Structure Length: 13.59m (44.59ft), Average Daily Traffic: 6,700 (year 2014), Truck Traffic: 8%, Average Future Daily Traffic: 13,400 (year 2040), Features Intersected: DUKE POWER FEEDER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Steel continuous, Design/Construction: Truss - Deck, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 2, Length of Maximum Span: 60.3m (197.8ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 38.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.4 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 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), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: August 2020, Critical Feature Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 710022, Location: 0.5 MI. N. JCT. SR2600 (Lat: 35.189469, Lng: -81.021219), Route carried "on" structure: State highway 273, Year Built: 1956, Year Reconstructed: 2012, Status: Posted for load, Structure Length: 13.59m (44.59ft), Average Daily Traffic: 6,700 (year 2014), Truck Traffic: 8%, Average Future Daily Traffic: 13,400 (year 2040), Features Intersected: DUKE POWER FEEDER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Steel continuous, Design/Construction: Truss - Deck, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 2, Length of Maximum Span: 60.3m (197.8ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 38.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.4 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 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), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: August 2020, Critical Feature Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 710025, Location: 0.15 MI. S. JCT. NC7 (Lat: 35.241300, Lng: -81.031317), Route carried "on" structure: State highway 273, Year Built: 1969, Status: Open, Structure Length: 6.58m (21.59ft), Average Daily Traffic: 17,000 (year 2014), Truck Traffic: 6%, Average Future Daily Traffic: 34,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: SOUTHERN RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 16.1m (52.8ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 32.9m (107.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 19.8m (65.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 81.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.9 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: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 710025, Location: 0.15 MI. S. JCT. NC7 (Lat: 35.241300, Lng: -81.031317), Route carried "on" structure: State highway 273, Year Built: 1969, Status: Open, Structure Length: 6.58m (21.59ft), Average Daily Traffic: 17,000 (year 2014), Truck Traffic: 6%, Average Future Daily Traffic: 34,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: SOUTHERN RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 16.1m (52.8ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 32.9m (107.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 19.8m (65.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 81.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.9 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: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 710034, Location: 0.6 MI. N. JCT. NC7 (Lat: 35.257022, Lng: -81.026803), Route carried "on" structure: State highway 273, Year Built: 1989, Status: Open, Structure Length: 6.98m (22.90ft), Average Daily Traffic: 24,500 (year 2012), Truck Traffic: 6%, Average Future Daily Traffic: 49,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: I85
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 8, Base Highway Network: Yes (Inventory Route: 3, Subroute: 73), Owner: State Highway Agency, Approaching Roadway Width: 28.3m (92.8ft), Skew: 20 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 22.2m (72.8ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 29.2m (95.8ft), Out-to-Out Width: 31.8m (104.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 77.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.2 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: Equal to 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
Structure Number: 710034, Location: 0.6 MI. N. JCT. NC7 (Lat: 35.257022, Lng: -81.026803), Route carried "on" structure: State highway 273, Year Built: 1989, Status: Open, Structure Length: 6.98m (22.90ft), Average Daily Traffic: 24,500 (year 2012), Truck Traffic: 6%, Average Future Daily Traffic: 49,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: I85
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 8, Base Highway Network: Yes (Inventory Route: 3, Subroute: 73), Owner: State Highway Agency, Approaching Roadway Width: 28.3m (92.8ft), Skew: 20 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 22.2m (72.8ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 29.2m (95.8ft), Out-to-Out Width: 31.8m (104.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 77.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.2 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: Equal to 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: 710091, Location: 0.2 MI. E. JCT. SR2083 (Lat: 35.245742, Lng: -81.009158), Route carried "on" structure: US 29, Year Built: 1933, Status: Open, Structure Length: 34.25m (112.37ft), Average Daily Traffic: 24,500 (year 2018), Truck Traffic: 14%, Average Future Daily Traffic: 49,000 (year 2040), Design Load: H 15, Features Intersected: CATAWBA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 2, Subroute: 29), Owner: State Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 17, Length of Maximum Span: 24.3m (79.7ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, 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: Febuary 2022, Underwater Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 710091, Location: 0.2 MI. E. JCT. SR2083 (Lat: 35.245742, Lng: -81.009158), Route carried "on" structure: US 29, Year Built: 1933, Status: Open, Structure Length: 34.25m (112.37ft), Average Daily Traffic: 24,500 (year 2018), Truck Traffic: 14%, Average Future Daily Traffic: 49,000 (year 2040), Design Load: H 15, Features Intersected: CATAWBA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 2, Subroute: 29), Owner: State Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 17, Length of Maximum Span: 24.3m (79.7ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, 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: Febuary 2022, Underwater Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 710146, Location: 1.2 MI. E. JCT. US74 (Lat: 35.264117, Lng: -81.068744), Route carried "on" structure: State highway 2000, Year Built: 1960, Status: Open, Structure Length: 8.41m (27.59ft), Average Daily Traffic: 10,500 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 21,000 (year 2040), Design Load: HS 15, Features Intersected: I85
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: 7.9m (25.9ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 22.2m (72.8ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 66.2 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: Equal to present minimum 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: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 710146, Location: 1.2 MI. E. JCT. US74 (Lat: 35.264117, Lng: -81.068744), Route carried "on" structure: State highway 2000, Year Built: 1960, Status: Open, Structure Length: 8.41m (27.59ft), Average Daily Traffic: 10,500 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 21,000 (year 2040), Design Load: HS 15, Features Intersected: I85
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: 7.9m (25.9ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 22.2m (72.8ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 66.2 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: Equal to present minimum 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: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 710149, Location: 1.0 MI. N. JCT. NC273 (Lat: 35.257244, Lng: -81.043708), Route carried "on" structure: State highway 2093, Year Built: 1961, Status: Open, Structure Length: 8.83m (28.97ft), Average Daily Traffic: 21,500 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 43,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: I85
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 6, Base Highway Network: Yes (Inventory Route: 3, Subroute: 93), Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 22.5m (73.8ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 15.9m (52.2ft), Out-to-Out Width: 19.6m (64.3ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 76.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 710149, Location: 1.0 MI. N. JCT. NC273 (Lat: 35.257244, Lng: -81.043708), Route carried "on" structure: State highway 2093, Year Built: 1961, Status: Open, Structure Length: 8.83m (28.97ft), Average Daily Traffic: 21,500 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 43,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: I85
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 6, Base Highway Network: Yes (Inventory Route: 3, Subroute: 93), Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 22.5m (73.8ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 15.9m (52.2ft), Out-to-Out Width: 19.6m (64.3ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 76.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 710159, Location: 0.75 MI. N. JCT. NC273 (Lat: 35.257683, Lng: -81.013822), Route carried "on" structure: Interstate 85, Year Built: 1958, Year Reconstructed: 1988, Status: Open, Structure Length: 32.70m (107.28ft), Average Daily Traffic: 148,000 (year 2019), Truck Traffic: 23%, Average Future Daily Traffic: 296,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: CATAWBA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.382, Lanes on structure: 8, Base Highway Network: Yes (Inventory Route: 1, Subroute: 85), Owner: State Highway Agency, Approaching Roadway Width: 51.8m (169.9ft), Skew: 30 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 11, Number Of Approach Spans: 7, Length of Maximum Span: 48.1m (157.8ft), Curb-To-Curb Width: 43.9m (144.0ft), Out-to-Out Width: 46.1m (151.2ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 87.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.2 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, 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: May 2020, Underwater Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 710159, Location: 0.75 MI. N. JCT. NC273 (Lat: 35.257683, Lng: -81.013822), Route carried "on" structure: Interstate 85, Year Built: 1958, Year Reconstructed: 1988, Status: Open, Structure Length: 32.70m (107.28ft), Average Daily Traffic: 148,000 (year 2019), Truck Traffic: 23%, Average Future Daily Traffic: 296,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: CATAWBA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.382, Lanes on structure: 8, Base Highway Network: Yes (Inventory Route: 1, Subroute: 85), Owner: State Highway Agency, Approaching Roadway Width: 51.8m (169.9ft), Skew: 30 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 11, Number Of Approach Spans: 7, Length of Maximum Span: 48.1m (157.8ft), Curb-To-Curb Width: 43.9m (144.0ft), Out-to-Out Width: 46.1m (151.2ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 87.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.2 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, 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: May 2020, Underwater Inspection Date: April 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: 710169, Location: 0.1 MI.S.JCT.PLUM STREET (Lat: 35.236344, Lng: -81.020544), Route carried "on" structure: City street , Year Built: 1987, Status: Open, Structure Length: 4.87m (15.98ft), Average Daily Traffic: 500 (year 2012), Truck Traffic: 7%, Average Future Daily Traffic: 1,000 (year 2040), Design Load: HS 20, Features Intersected: NORFOLK SOUTHERN RR, Facility Carried by Structure: TENTH STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 14.3m (46.9ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 0.0m, Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.9m (35.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 51.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 710169, Location: 0.1 MI.S.JCT.PLUM STREET (Lat: 35.236344, Lng: -81.020544), Route carried "on" structure: City street , Year Built: 1987, Status: Open, Structure Length: 4.87m (15.98ft), Average Daily Traffic: 500 (year 2012), Truck Traffic: 7%, Average Future Daily Traffic: 1,000 (year 2040), Design Load: HS 20, Features Intersected: NORFOLK SOUTHERN RR, Facility Carried by Structure: TENTH STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 14.3m (46.9ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 0.0m, Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.9m (35.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 51.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 710191, Location: 0.3 MI. S. JCT. SR2054 (Lat: 35.287067, Lng: -81.040478), Route carried "on" structure: State highway 2040, Year Built: 1954, Year Reconstructed: 1985, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 4,100 (year 2014), Truck Traffic: 6%, Average Future Daily Traffic: 8,200 (year 2040), Features Intersected: FITES 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), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 5.7m (18.7ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Channel: Very good, Operating Rating: 66.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, 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: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 710191, Location: 0.3 MI. S. JCT. SR2054 (Lat: 35.287067, Lng: -81.040478), Route carried "on" structure: State highway 2040, Year Built: 1954, Year Reconstructed: 1985, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 4,100 (year 2014), Truck Traffic: 6%, Average Future Daily Traffic: 8,200 (year 2040), Features Intersected: FITES 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), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 5.7m (18.7ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Channel: Very good, Operating Rating: 66.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, 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: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 710268, Location: 0.5 MI. N. JCT. SR2026 (Lat: 35.274553, Lng: -81.055594), Route carried "on" structure: State highway 2021, Year Built: 1967, Status: Open, Structure Length: 4.02m (13.19ft), Average Daily Traffic: 5,900 (year 2012), Truck Traffic: 6%, Average Future Daily Traffic: 11,800 (year 2040), Design Load: HS 15, Features Intersected: SEABOARD RAILROAD
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: 13.7m (44.9ft), Curb-To-Curb Width: 10.9m (35.8ft), Out-to-Out Width: 11.7m (38.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 48.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 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: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 710268, Location: 0.5 MI. N. JCT. SR2026 (Lat: 35.274553, Lng: -81.055594), Route carried "on" structure: State highway 2021, Year Built: 1967, Status: Open, Structure Length: 4.02m (13.19ft), Average Daily Traffic: 5,900 (year 2012), Truck Traffic: 6%, Average Future Daily Traffic: 11,800 (year 2040), Design Load: HS 15, Features Intersected: SEABOARD RAILROAD
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: 13.7m (44.9ft), Curb-To-Curb Width: 10.9m (35.8ft), Out-to-Out Width: 11.7m (38.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 48.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 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: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 710296, Location: 0.4 MI. S. JCT. SR2647 (Lat: 35.242883, Lng: -81.042181), Route carried "on" structure: State highway 2560, Year Built: 1993, Status: Open, Structure Length: 5.21m (17.09ft), Average Daily Traffic: 9,900 (year 2012), Truck Traffic: 6%, Average Future Daily Traffic: 19,800 (year 2040), Design Load: HS 20+Mod, Features Intersected: SOUTHERN RAILWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.2m (82.7ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 69.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.2 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, Underclear: Equal to 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
Structure Number: 710296, Location: 0.4 MI. S. JCT. SR2647 (Lat: 35.242883, Lng: -81.042181), Route carried "on" structure: State highway 2560, Year Built: 1993, Status: Open, Structure Length: 5.21m (17.09ft), Average Daily Traffic: 9,900 (year 2012), Truck Traffic: 6%, Average Future Daily Traffic: 19,800 (year 2040), Design Load: HS 20+Mod, Features Intersected: SOUTHERN RAILWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.2m (82.7ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 69.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.2 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, Underclear: Equal to 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: 830201, Location: 0.3 MI.S.SR1400 (Lat: 36.460439, Lng: -77.692344), Route carried "on" structure: State highway 1513, Year Built: 1998, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 100 (year 2012), Truck Traffic: 7%, Average Future Daily Traffic: 200 (year 2040), Design Load: HS 20, Features Intersected: CHOCKOYOTTE 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: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 89.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), 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, Inspection Date: July 2021
Structure Number: 830201, Location: 0.3 MI.S.SR1400 (Lat: 36.460439, Lng: -77.692344), Route carried "on" structure: State highway 1513, Year Built: 1998, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 100 (year 2012), Truck Traffic: 7%, Average Future Daily Traffic: 200 (year 2040), Design Load: HS 20, Features Intersected: CHOCKOYOTTE 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: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 89.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), 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, Inspection Date: July 2021
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Structure Number: 710034, Location: 0.6 MI. N. JCT. NC7 (Lat: 35.257022, Lng: -81.026803), Route carried "under" structure: Interstate 85, Year Built: 1989, Structure Length: 0. m, Average Daily Traffic: 61,250 (year 2013), Truck Traffic: 16%, Features Intersected: NC273
Minimum Vertical Clearance: 5.85m (19.19ft), Kilometerpoint: 8.199, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.2m (72.8ft)
Structure Number: 710034, Location: 0.6 MI. N. JCT. NC7 (Lat: 35.257022, Lng: -81.026803), Route carried "under" structure: Interstate 85, Year Built: 1989, Structure Length: 0. m, Average Daily Traffic: 61,250 (year 2013), Truck Traffic: 16%, Features Intersected: NC273
Minimum Vertical Clearance: 5.85m (19.19ft), Kilometerpoint: 8.199, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.2m (72.8ft)
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Structure Number: 710034, Location: 0.6 MI. N. JCT. NC7 (Lat: 35.257022, Lng: -81.026803), Route carried "under" structure: Interstate 85, Year Built: 1989, Structure Length: 0. m, Average Daily Traffic: 61,250 (year 2013), Truck Traffic: 16%, Features Intersected: NC273
Minimum Vertical Clearance: 5.21m (17.09ft), Kilometerpoint: 8.199, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.2m (72.8ft)
Structure Number: 710034, Location: 0.6 MI. N. JCT. NC7 (Lat: 35.257022, Lng: -81.026803), Route carried "under" structure: Interstate 85, Year Built: 1989, Structure Length: 0. m, Average Daily Traffic: 61,250 (year 2013), Truck Traffic: 16%, Features Intersected: NC273
Minimum Vertical Clearance: 5.21m (17.09ft), Kilometerpoint: 8.199, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.2m (72.8ft)
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Structure Number: 710146, Location: 1.2 MI. E. JCT. US74 (Lat: 35.264117, Lng: -81.068744), Route carried "under" structure: Interstate 85, Year Built: 1960, Structure Length: 0. m, Average Daily Traffic: 69,500 (year 2019), Truck Traffic: 16%, Features Intersected: SR2000
Minimum Vertical Clearance: 5.05m (16.57ft), Kilometerpoint: 7.437, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.2m (72.8ft)
Structure Number: 710146, Location: 1.2 MI. E. JCT. US74 (Lat: 35.264117, Lng: -81.068744), Route carried "under" structure: Interstate 85, Year Built: 1960, Structure Length: 0. m, Average Daily Traffic: 69,500 (year 2019), Truck Traffic: 16%, Features Intersected: SR2000
Minimum Vertical Clearance: 5.05m (16.57ft), Kilometerpoint: 7.437, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.2m (72.8ft)
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Structure Number: 710146, Location: 1.2 MI. E. JCT. US74 (Lat: 35.264117, Lng: -81.068744), Route carried "under" structure: Interstate 85, Year Built: 1960, Structure Length: 0. m, Average Daily Traffic: 69,500 (year 2019), Truck Traffic: 16%, Features Intersected: SR2000
Minimum Vertical Clearance: 5.41m (17.75ft), Kilometerpoint: 7.437, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.2m (72.8ft)
Structure Number: 710146, Location: 1.2 MI. E. JCT. US74 (Lat: 35.264117, Lng: -81.068744), Route carried "under" structure: Interstate 85, Year Built: 1960, Structure Length: 0. m, Average Daily Traffic: 69,500 (year 2019), Truck Traffic: 16%, Features Intersected: SR2000
Minimum Vertical Clearance: 5.41m (17.75ft), Kilometerpoint: 7.437, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.2m (72.8ft)
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Structure Number: 710149, Location: 1.0 MI. N. JCT. NC273 (Lat: 35.257244, Lng: -81.043708), Route carried "under" structure: Interstate 85, Year Built: 1961, Structure Length: 0. m, Average Daily Traffic: 69,000 (year 2019), Truck Traffic: 16%, Features Intersected: SR2093
Minimum Vertical Clearance: 5.23m (17.16ft), Kilometerpoint: 7.918, Lanes on structure: 4, Lanes under structure: 3, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.5m (73.8ft)
Structure Number: 710149, Location: 1.0 MI. N. JCT. NC273 (Lat: 35.257244, Lng: -81.043708), Route carried "under" structure: Interstate 85, Year Built: 1961, Structure Length: 0. m, Average Daily Traffic: 69,000 (year 2019), Truck Traffic: 16%, Features Intersected: SR2093
Minimum Vertical Clearance: 5.23m (17.16ft), Kilometerpoint: 7.918, Lanes on structure: 4, Lanes under structure: 3, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.5m (73.8ft)
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Structure Number: 710149, Location: 1.0 MI. N. JCT. NC273 (Lat: 35.257244, Lng: -81.043708), Route carried "under" structure: Interstate 85, Year Built: 1961, Structure Length: 0. m, Average Daily Traffic: 69,000 (year 2019), Truck Traffic: 16%, Features Intersected: SR2093
Minimum Vertical Clearance: 4.62m (15.16ft), Kilometerpoint: 7.918, Lanes on structure: 4, Lanes under structure: 3, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.5m (73.8ft)
Structure Number: 710149, Location: 1.0 MI. N. JCT. NC273 (Lat: 35.257244, Lng: -81.043708), Route carried "under" structure: Interstate 85, Year Built: 1961, Structure Length: 0. m, Average Daily Traffic: 69,000 (year 2019), Truck Traffic: 16%, Features Intersected: SR2093
Minimum Vertical Clearance: 4.62m (15.16ft), Kilometerpoint: 7.918, Lanes on structure: 4, Lanes under structure: 3, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.5m (73.8ft)