Bridge Statistics for Clyde, North Carolina (NC)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 32Number of bridges
- 315ft / 96.3mTotal length
- 459,110Total average daily traffic
- 64,684Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Clyde
- No street view available for this location
- New bridges - historical statistics
- 231960-1969
- 31970-1979
- 21990-1999
- 32000-2009
- 12010-2019
- Reconstructed bridges - Historical Statistics
- 21980-1989
- 11990-1999
- 22000-2009
- 12010-2019
- Bridge Condition - Deck
- 23.5%Good
- 58.8%Satisfactory
- 17.6%Fair
- Bridge Condition - Superstructure
- 11.8%Very good
- 35.3%Good
- 41.2%Satisfactory
- 11.8%Fair
- Bridge Condition - Substructure
- 5.9%Very good
- 35.3%Good
- 29.4%Satisfactory
- 17.6%Fair
- 11.8%Poor
- Bridge Condition - Channel
- 87.5%Good
- 12.5%Satisfactory
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Structure Number: 870016, Location: .1 MI.E.JCT.NC215 (Lat: 35.498950, Lng: -82.873028), Route carried "on" structure: State highway 1869, Year Built: 1977, Status: Open, Structure Length: 6.40m (21.00ft), Average Daily Traffic: 1,600 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 3,200 (year 2040), Design Load: HS 15, Features Intersected: PIGEON RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.0m (68.9ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: Febuary 2021, Underwater Inspection Date: March 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 870016, Location: .1 MI.E.JCT.NC215 (Lat: 35.498950, Lng: -82.873028), Route carried "on" structure: State highway 1869, Year Built: 1977, Status: Open, Structure Length: 6.40m (21.00ft), Average Daily Traffic: 1,600 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 3,200 (year 2040), Design Load: HS 15, Features Intersected: PIGEON RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.0m (68.9ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: Febuary 2021, Underwater Inspection Date: March 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 870069, Location: .07 MI.S.JCT.SR1371 (Lat: 35.534603, Lng: -82.959442), Route carried "on" structure: State highway 209, Year Built: 1995, Status: Open, Structure Length: 5.18m (16.99ft), Average Daily Traffic: 8,700 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 17,400 (year 2040), Design Load: HS 20+Mod, Features Intersected: RICHLAND CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 10.9m (35.8ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.5m (60.7ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 12.6m (41.3ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 70.7 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: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 870069, Location: .07 MI.S.JCT.SR1371 (Lat: 35.534603, Lng: -82.959442), Route carried "on" structure: State highway 209, Year Built: 1995, Status: Open, Structure Length: 5.18m (16.99ft), Average Daily Traffic: 8,700 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 17,400 (year 2040), Design Load: HS 20+Mod, Features Intersected: RICHLAND CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 10.9m (35.8ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.5m (60.7ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 12.6m (41.3ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 70.7 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: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 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: 870073, Location: 1.0 MI.S.JCT.I-40 (Lat: 35.528719, Lng: -82.924692), Route carried "on" structure: Ramp US 74, Year Built: 1961, Year Reconstructed: 2013, Status: Open, Structure Length: 8.56m (28.08ft), Average Daily Traffic: 43,500 (year 2018), Truck Traffic: 12%, Average Future Daily Traffic: 87,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: US19,23,74
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 32.309, Lanes on structure: 4, Lanes under structure: 6, Base Highway Network: Yes (Inventory Route: 2, Subroute: 74), Owner: State Highway Agency, Approaching Roadway Width: 21.3m (69.9ft), Skew: 23 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 23.7m (77.8ft), Curb-To-Curb Width: 21.4m (70.2ft), Out-to-Out Width: 23.1m (75.8ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 74.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.4 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 870073, Location: 1.0 MI.S.JCT.I-40 (Lat: 35.528719, Lng: -82.924692), Route carried "on" structure: Ramp US 74, Year Built: 1961, Year Reconstructed: 2013, Status: Open, Structure Length: 8.56m (28.08ft), Average Daily Traffic: 43,500 (year 2018), Truck Traffic: 12%, Average Future Daily Traffic: 87,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: US19,23,74
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 32.309, Lanes on structure: 4, Lanes under structure: 6, Base Highway Network: Yes (Inventory Route: 2, Subroute: 74), Owner: State Highway Agency, Approaching Roadway Width: 21.3m (69.9ft), Skew: 23 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 23.7m (77.8ft), Curb-To-Curb Width: 21.4m (70.2ft), Out-to-Out Width: 23.1m (75.8ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 74.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.4 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 870095, Location: .3 MI.N.JCT.US19,23,74 (Lat: 35.532831, Lng: -82.921933), Route carried "on" structure: Ramp US 74, Year Built: 1961, Year Reconstructed: 1989, Status: Open, Structure Length: 4.02m (13.19ft), Average Daily Traffic: 27,000 (year 2014), Truck Traffic: 12%, Average Future Daily Traffic: 54,000 (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, Base Highway Network: Yes (Inventory Route: 2, Subroute: 74), Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 31 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.8m (51.8ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 17.0m (55.8ft), Out-to-Out Width: 18.6m (61.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Poor, Operating Rating: 51.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 870095, Location: .3 MI.N.JCT.US19,23,74 (Lat: 35.532831, Lng: -82.921933), Route carried "on" structure: Ramp US 74, Year Built: 1961, Year Reconstructed: 1989, Status: Open, Structure Length: 4.02m (13.19ft), Average Daily Traffic: 27,000 (year 2014), Truck Traffic: 12%, Average Future Daily Traffic: 54,000 (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, Base Highway Network: Yes (Inventory Route: 2, Subroute: 74), Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 31 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.8m (51.8ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 17.0m (55.8ft), Out-to-Out Width: 18.6m (61.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Poor, Operating Rating: 51.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 870114, Location: 0.5 MI.N.JCT.US19,23 (Lat: 35.534511, Lng: -82.920889), Route carried "on" structure: Ramp US 74, Year Built: 1961, Year Reconstructed: 1997, Status: Open, Structure Length: 12.19m (39.99ft), Average Daily Traffic: 27,000 (year 2014), Truck Traffic: 12%, Average Future Daily Traffic: 54,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: PIGEONRIVER,SR1513,1523
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 2, Subroute: 74), Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 30 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 17.8m (58.4ft), Out-to-Out Width: 18.6m (61.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: December 2020, Underwater Inspection Date: May 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 870114, Location: 0.5 MI.N.JCT.US19,23 (Lat: 35.534511, Lng: -82.920889), Route carried "on" structure: Ramp US 74, Year Built: 1961, Year Reconstructed: 1997, Status: Open, Structure Length: 12.19m (39.99ft), Average Daily Traffic: 27,000 (year 2014), Truck Traffic: 12%, Average Future Daily Traffic: 54,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: PIGEONRIVER,SR1513,1523
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 2, Subroute: 74), Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 30 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 17.8m (58.4ft), Out-to-Out Width: 18.6m (61.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: December 2020, Underwater Inspection Date: May 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 870126, Location: 1 MI.N.JCT.US19,23 (Lat: 35.541744, Lng: -82.917992), Route carried "on" structure: Ramp US 74, Year Built: 1961, Year Reconstructed: 2015, Status: Open, Structure Length: 7.92m (25.98ft), Average Daily Traffic: 32,000 (year 2016), Truck Traffic: 12%, Average Future Daily Traffic: 64,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: I-40
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 5, Base Highway Network: Yes (Inventory Route: 2, Subroute: 74), Owner: State Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), Skew: 32 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-To-Curb Width: 14.0m (45.9ft), Out-to-Out Width: 16.2m (53.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 60.7 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: Equal to present minimum criteria, Underclear: Meets minimum limits, 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: Latex Concrete
Structure Number: 870126, Location: 1 MI.N.JCT.US19,23 (Lat: 35.541744, Lng: -82.917992), Route carried "on" structure: Ramp US 74, Year Built: 1961, Year Reconstructed: 2015, Status: Open, Structure Length: 7.92m (25.98ft), Average Daily Traffic: 32,000 (year 2016), Truck Traffic: 12%, Average Future Daily Traffic: 64,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: I-40
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 5, Base Highway Network: Yes (Inventory Route: 2, Subroute: 74), Owner: State Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), Skew: 32 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-To-Curb Width: 14.0m (45.9ft), Out-to-Out Width: 16.2m (53.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 60.7 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: Equal to present minimum criteria, Underclear: Meets minimum limits, 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: Latex Concrete
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Structure Number: 870211, Location: .5 MI.E.JCT.NC209 (Lat: 35.548056, Lng: -82.945411), Route carried "on" structure: State highway 1519, Year Built: 2009, Status: Open, Structure Length: 4.87m (15.98ft), Average Daily Traffic: 1,000 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 2,000 (year 2040), Design Load: HS 25 or greater, Features Intersected: RICHLAND CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.1m (16.7ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 27.1m (88.9ft), Curb-To-Curb Width: 10.5m (34.4ft), Out-to-Out Width: 11.4m (37.4ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 57.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: May 2021, Underwater Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 870211, Location: .5 MI.E.JCT.NC209 (Lat: 35.548056, Lng: -82.945411), Route carried "on" structure: State highway 1519, Year Built: 2009, Status: Open, Structure Length: 4.87m (15.98ft), Average Daily Traffic: 1,000 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 2,000 (year 2040), Design Load: HS 25 or greater, Features Intersected: RICHLAND CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.1m (16.7ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 27.1m (88.9ft), Curb-To-Curb Width: 10.5m (34.4ft), Out-to-Out Width: 11.4m (37.4ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 57.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: May 2021, Underwater Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 870212, Location: .01 MI.N.JCT.SR1519 (Lat: 35.549042, Lng: -82.939497), Route carried "on" structure: State highway 1533, Year Built: 1965, Status: Posted for load, Structure Length: 5.48m (17.98ft), Average Daily Traffic: 600 (year 2016), Truck Traffic: 7%, Average Future Daily Traffic: 1,200 (year 2040), Design Load: H 15, Features Intersected: PIGEON RIVER
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: 17.9m (58.7ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 39.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum 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, Underwater Inspection Frequency: Every 60 months, Inspection Date: December 2020, Underwater Inspection Date: December 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 870212, Location: .01 MI.N.JCT.SR1519 (Lat: 35.549042, Lng: -82.939497), Route carried "on" structure: State highway 1533, Year Built: 1965, Status: Posted for load, Structure Length: 5.48m (17.98ft), Average Daily Traffic: 600 (year 2016), Truck Traffic: 7%, Average Future Daily Traffic: 1,200 (year 2040), Design Load: H 15, Features Intersected: PIGEON RIVER
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: 17.9m (58.7ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 39.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum 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, Underwater Inspection Frequency: Every 60 months, Inspection Date: December 2020, Underwater Inspection Date: December 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 870231, Location: 1.7 MI.E.JCT.NC209 (Lat: 35.550233, Lng: -82.938931), Route carried "on" structure: Interstate 40, Year Built: 1974, Status: Open, Structure Length: 4.66m (15.29ft), Average Daily Traffic: 14,250 (year 2019), Truck Traffic: 16%, Average Future Daily Traffic: 28,500 (year 2040), Design Load: HS 20+Mod, Features Intersected: SR1513
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.909, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 1, Subroute: 40), Owner: State Highway Agency, Approaching Roadway Width: 11.2m (36.7ft), Skew: 11 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.2m (63.0ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 71.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 870231, Location: 1.7 MI.E.JCT.NC209 (Lat: 35.550233, Lng: -82.938931), Route carried "on" structure: Interstate 40, Year Built: 1974, Status: Open, Structure Length: 4.66m (15.29ft), Average Daily Traffic: 14,250 (year 2019), Truck Traffic: 16%, Average Future Daily Traffic: 28,500 (year 2040), Design Load: HS 20+Mod, Features Intersected: SR1513
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.909, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 1, Subroute: 40), Owner: State Highway Agency, Approaching Roadway Width: 11.2m (36.7ft), Skew: 11 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.2m (63.0ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 71.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 870233, Location: .08 MI.S.JCT.SR1634 (Lat: 35.544681, Lng: -82.909875), Route carried "on" structure: State highway 1534, Year Built: 1961, Status: Open, Structure Length: 7.28m (23.88ft), Average Daily Traffic: 670 (year 2014), Truck Traffic: 7%, Average Future Daily Traffic: 1,340 (year 2040), Design Load: HS 15, Features Intersected: I-40
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 19.2m (63.0ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 68.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum 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
Structure Number: 870233, Location: .08 MI.S.JCT.SR1634 (Lat: 35.544681, Lng: -82.909875), Route carried "on" structure: State highway 1534, Year Built: 1961, Status: Open, Structure Length: 7.28m (23.88ft), Average Daily Traffic: 670 (year 2014), Truck Traffic: 7%, Average Future Daily Traffic: 1,340 (year 2040), Design Load: HS 15, Features Intersected: I-40
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 19.2m (63.0ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 68.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum 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: 870235, Location: .4 MI.S.JCT.SR1536 (Lat: 35.545564, Lng: -82.903828), Route carried "on" structure: State highway 1535, Year Built: 1961, Status: Open, Structure Length: 6.55m (21.49ft), Average Daily Traffic: 1,000 (year 2016), Truck Traffic: 7%, Average Future Daily Traffic: 2,000 (year 2040), Design Load: HS 15, Features Intersected: I-40
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 16.1m (52.8ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 55.3 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: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, 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
Structure Number: 870235, Location: .4 MI.S.JCT.SR1536 (Lat: 35.545564, Lng: -82.903828), Route carried "on" structure: State highway 1535, Year Built: 1961, Status: Open, Structure Length: 6.55m (21.49ft), Average Daily Traffic: 1,000 (year 2016), Truck Traffic: 7%, Average Future Daily Traffic: 2,000 (year 2040), Design Load: HS 15, Features Intersected: I-40
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 16.1m (52.8ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 55.3 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: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, 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: 870236, Location: 1.8 MI.E.JCT.SR1660 (Lat: 35.548919, Lng: -82.885839), Route carried "on" structure: Interstate 40, Year Built: 1961, Year Reconstructed: 1988, Status: Open, Structure Length: 4.45m (14.60ft), Average Daily Traffic: 27,500 (year 2019), Truck Traffic: 16%, Average Future Daily Traffic: 55,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: SR1513
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.930, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 1, Subroute: 40), Owner: State Highway Agency, Approaching Roadway Width: 23.1m (75.8ft), Skew: 33 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.8m (51.8ft), Curb-To-Curb Width: 20.1m (65.9ft), Out-to-Out Width: 22.3m (73.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, Operating Rating: 58.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 870236, Location: 1.8 MI.E.JCT.SR1660 (Lat: 35.548919, Lng: -82.885839), Route carried "on" structure: Interstate 40, Year Built: 1961, Year Reconstructed: 1988, Status: Open, Structure Length: 4.45m (14.60ft), Average Daily Traffic: 27,500 (year 2019), Truck Traffic: 16%, Average Future Daily Traffic: 55,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: SR1513
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.930, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 1, Subroute: 40), Owner: State Highway Agency, Approaching Roadway Width: 23.1m (75.8ft), Skew: 33 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.8m (51.8ft), Curb-To-Curb Width: 20.1m (65.9ft), Out-to-Out Width: 22.3m (73.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, Operating Rating: 58.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 870239, Location: 1.2 MI.W.JCT.NC215 (Lat: 35.552169, Lng: -82.872553), Route carried "on" structure: Interstate 40, Year Built: 1961, Year Reconstructed: 2011, Status: Open, Structure Length: 4.29m (14.07ft), Average Daily Traffic: 55,000 (year 2019), Truck Traffic: 16%, Average Future Daily Traffic: 110,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: SR1550
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.144, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 1, Subroute: 40), Owner: State Highway Agency, Approaching Roadway Width: 24.9m (81.7ft), Skew: 32 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 20.1m (65.9ft), Out-to-Out Width: 21.7m (71.2ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 870239, Location: 1.2 MI.W.JCT.NC215 (Lat: 35.552169, Lng: -82.872553), Route carried "on" structure: Interstate 40, Year Built: 1961, Year Reconstructed: 2011, Status: Open, Structure Length: 4.29m (14.07ft), Average Daily Traffic: 55,000 (year 2019), Truck Traffic: 16%, Average Future Daily Traffic: 110,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: SR1550
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.144, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 1, Subroute: 40), Owner: State Highway Agency, Approaching Roadway Width: 24.9m (81.7ft), Skew: 32 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 20.1m (65.9ft), Out-to-Out Width: 21.7m (71.2ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 87028, Location: 1 MI.W.JCT.SR1551 (Lat: 35.550456, Lng: -82.866361), Route carried "on" structure: State highway 1550, Year Built: 1964, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 1,200 (year 2016), Truck Traffic: 7%, Average Future Daily Traffic: 2,400 (year 2040), Features Intersected: THICKETY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.4m (21.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 87028, Location: 1 MI.W.JCT.SR1551 (Lat: 35.550456, Lng: -82.866361), Route carried "on" structure: State highway 1550, Year Built: 1964, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 1,200 (year 2016), Truck Traffic: 7%, Average Future Daily Traffic: 2,400 (year 2040), Features Intersected: THICKETY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.4m (21.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 870321, Location: 0.1 MI. N. JCT. SR1819 (Lat: 35.526339, Lng: -82.907189), Route carried "on" structure: State highway 1820, Year Built: 2015, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 440 (year 2016), Truck Traffic: 7%, Average Future Daily Traffic: 880 (year 2040), Design Load: HL 93, Features Intersected: CONNER MILL BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 50.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021
Structure Number: 870321, Location: 0.1 MI. N. JCT. SR1819 (Lat: 35.526339, Lng: -82.907189), Route carried "on" structure: State highway 1820, Year Built: 2015, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 440 (year 2016), Truck Traffic: 7%, Average Future Daily Traffic: 880 (year 2040), Design Load: HL 93, Features Intersected: CONNER MILL BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 50.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021
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Structure Number: 870406, Location: 75 FT.S.JCT.SR1513 (Lat: 35.535025, Lng: -82.912069), Route carried "on" structure: State highway 1523, Year Built: 1967, Status: Open, Structure Length: 5.57m (18.27ft), Average Daily Traffic: 2,900 (year 2014), Truck Traffic: 7%, Average Future Daily Traffic: 5,800 (year 2040), Design Load: HS 20+Mod, Features Intersected: PIGEON RIVER
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), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.2m (59.7ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 14.9m (48.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 78.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: December 2020, Underwater Inspection Date: December 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 870406, Location: 75 FT.S.JCT.SR1513 (Lat: 35.535025, Lng: -82.912069), Route carried "on" structure: State highway 1523, Year Built: 1967, Status: Open, Structure Length: 5.57m (18.27ft), Average Daily Traffic: 2,900 (year 2014), Truck Traffic: 7%, Average Future Daily Traffic: 5,800 (year 2040), Design Load: HS 20+Mod, Features Intersected: PIGEON RIVER
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), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.2m (59.7ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 14.9m (48.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 78.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: December 2020, Underwater Inspection Date: December 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1970201, Location: .2 MI.S.JCT.SR1146 (Lat: 36.113569, Lng: -80.588478), Route carried "on" structure: US 421, Year Built: 1991, Status: Open, Structure Length: 4.05m (13.29ft), Average Daily Traffic: 12,000 (year 2018), Truck Traffic: 14%, Average Future Daily Traffic: 24,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: SR1710
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 77.054, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 2, Subroute: 21), Owner: State Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Skew: 10 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 11.5m (37.7ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 72.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1970201, Location: .2 MI.S.JCT.SR1146 (Lat: 36.113569, Lng: -80.588478), Route carried "on" structure: US 421, Year Built: 1991, Status: Open, Structure Length: 4.05m (13.29ft), Average Daily Traffic: 12,000 (year 2018), Truck Traffic: 14%, Average Future Daily Traffic: 24,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: SR1710
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 77.054, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 2, Subroute: 21), Owner: State Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Skew: 10 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 11.5m (37.7ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 72.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 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: 1970208, Location: .6 MI.N.JCT.SR1314 (Lat: 36.138792, Lng: -80.865831), Route carried "on" structure: US 421, Year Built: 2005, Status: Open, Structure Length: 3.32m (10.89ft), Average Daily Traffic: 7,000 (year 2015), Truck Traffic: 14%, Average Future Daily Traffic: 14,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: SR1300
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 81.809, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 2, Subroute: 21), Owner: State Highway Agency, Approaching Roadway Width: 11.2m (36.7ft), Skew: 12 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.5m (50.9ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 57.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1970208, Location: .6 MI.N.JCT.SR1314 (Lat: 36.138792, Lng: -80.865831), Route carried "on" structure: US 421, Year Built: 2005, Status: Open, Structure Length: 3.32m (10.89ft), Average Daily Traffic: 7,000 (year 2015), Truck Traffic: 14%, Average Future Daily Traffic: 14,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: SR1300
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 81.809, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 2, Subroute: 21), Owner: State Highway Agency, Approaching Roadway Width: 11.2m (36.7ft), Skew: 12 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.5m (50.9ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 57.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 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: 870073, Location: 1.0 MI.S.JCT.I-40 (Lat: 35.528719, Lng: -82.924692), Route carried "under" structure: US 19, Year Built: 1961, Structure Length: 0. m, Average Daily Traffic: 8,000 (year 2016), Truck Traffic: 12%, Features Intersected: US74
Minimum Vertical Clearance: 4.49m (14.73ft), Kilometerpoint: 32.309, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.7m (77.8ft)
Structure Number: 870073, Location: 1.0 MI.S.JCT.I-40 (Lat: 35.528719, Lng: -82.924692), Route carried "under" structure: US 19, Year Built: 1961, Structure Length: 0. m, Average Daily Traffic: 8,000 (year 2016), Truck Traffic: 12%, Features Intersected: US74
Minimum Vertical Clearance: 4.49m (14.73ft), Kilometerpoint: 32.309, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.7m (77.8ft)
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Structure Number: 870073, Location: 1.0 MI.S.JCT.I-40 (Lat: 35.528719, Lng: -82.924692), Route carried "under" structure: US 19, Year Built: 1961, Structure Length: 0. m, Average Daily Traffic: 9,750 (year 2018), Truck Traffic: 12%, Features Intersected: US74
Minimum Vertical Clearance: 4.49m (14.73ft), Kilometerpoint: 32.309, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.7m (77.8ft)
Structure Number: 870073, Location: 1.0 MI.S.JCT.I-40 (Lat: 35.528719, Lng: -82.924692), Route carried "under" structure: US 19, Year Built: 1961, Structure Length: 0. m, Average Daily Traffic: 9,750 (year 2018), Truck Traffic: 12%, Features Intersected: US74
Minimum Vertical Clearance: 4.49m (14.73ft), Kilometerpoint: 32.309, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.7m (77.8ft)
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Structure Number: 870073, Location: 1.0 MI.S.JCT.I-40 (Lat: 35.528719, Lng: -82.924692), Route carried "under" structure: US 19, Year Built: 1961, Structure Length: 0. m, Average Daily Traffic: 9,750 (year 2018), Truck Traffic: 12%, Features Intersected: US74
Minimum Vertical Clearance: 4.77m (15.65ft), Kilometerpoint: 32.309, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.7m (77.8ft)
Structure Number: 870073, Location: 1.0 MI.S.JCT.I-40 (Lat: 35.528719, Lng: -82.924692), Route carried "under" structure: US 19, Year Built: 1961, Structure Length: 0. m, Average Daily Traffic: 9,750 (year 2018), Truck Traffic: 12%, Features Intersected: US74
Minimum Vertical Clearance: 4.77m (15.65ft), Kilometerpoint: 32.309, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.7m (77.8ft)
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Structure Number: 870114, Location: 0.5 MI.N.JCT.US19,23 (Lat: 35.534511, Lng: -82.920889), Route carried "under" structure: State highway 1513, Year Built: 1961, Structure Length: 0. m, Average Daily Traffic: 1,200 (year 2014), Truck Traffic: 7%, Features Intersected: US74
Minimum Vertical Clearance: 12.29m (40.32ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.3m (69.9ft)
Structure Number: 870114, Location: 0.5 MI.N.JCT.US19,23 (Lat: 35.534511, Lng: -82.920889), Route carried "under" structure: State highway 1513, Year Built: 1961, Structure Length: 0. m, Average Daily Traffic: 1,200 (year 2014), Truck Traffic: 7%, Features Intersected: US74
Minimum Vertical Clearance: 12.29m (40.32ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.3m (69.9ft)
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Structure Number: 870126, Location: 1 MI.N.JCT.US19,23 (Lat: 35.541744, Lng: -82.917992), Route carried "under" structure: Interstate 40, Year Built: 1961, Structure Length: 0. m, Average Daily Traffic: 28,500 (year 2017), Truck Traffic: 16%, Features Intersected: US74
Minimum Vertical Clearance: 5.87m (19.26ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.5m (73.8ft)
Structure Number: 870126, Location: 1 MI.N.JCT.US19,23 (Lat: 35.541744, Lng: -82.917992), Route carried "under" structure: Interstate 40, Year Built: 1961, Structure Length: 0. m, Average Daily Traffic: 28,500 (year 2017), Truck Traffic: 16%, Features Intersected: US74
Minimum Vertical Clearance: 5.87m (19.26ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.5m (73.8ft)
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Structure Number: 870126, Location: 1 MI.N.JCT.US19,23 (Lat: 35.541744, Lng: -82.917992), Route carried "under" structure: Interstate 40, Year Built: 1961, Structure Length: 0. m, Average Daily Traffic: 28,500 (year 2017), Truck Traffic: 16%, Features Intersected: US74
Minimum Vertical Clearance: 6.97m (22.87ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 3, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.5m (73.8ft)
Structure Number: 870126, Location: 1 MI.N.JCT.US19,23 (Lat: 35.541744, Lng: -82.917992), Route carried "under" structure: Interstate 40, Year Built: 1961, Structure Length: 0. m, Average Daily Traffic: 28,500 (year 2017), Truck Traffic: 16%, Features Intersected: US74
Minimum Vertical Clearance: 6.97m (22.87ft), Kilometerpoint: 0.000, Lanes on structure: 3, 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: 870231, Location: 1.7 MI.E.JCT.NC209 (Lat: 35.550233, Lng: -82.938931), Route carried "under" structure: State highway 1513, Year Built: 1974, Structure Length: 0. m, Average Daily Traffic: 600 (year 2016), Truck Traffic: 7%, Features Intersected: I-40 EBL
Minimum Vertical Clearance: 8.86m (29.07ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.2m (63.0ft)
Structure Number: 870231, Location: 1.7 MI.E.JCT.NC209 (Lat: 35.550233, Lng: -82.938931), Route carried "under" structure: State highway 1513, Year Built: 1974, Structure Length: 0. m, Average Daily Traffic: 600 (year 2016), Truck Traffic: 7%, Features Intersected: I-40 EBL
Minimum Vertical Clearance: 8.86m (29.07ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.2m (63.0ft)
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Structure Number: 870233, Location: .08 MI.S.JCT.SR1634 (Lat: 35.544681, Lng: -82.909875), Route carried "under" structure: Interstate 40, Year Built: 1961, Structure Length: 0. m, Average Daily Traffic: 25,000 (year 2015), Truck Traffic: 16%, Features Intersected: SR1534
Minimum Vertical Clearance: 4.90m (16.08ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.2m (63.0ft)
Structure Number: 870233, Location: .08 MI.S.JCT.SR1634 (Lat: 35.544681, Lng: -82.909875), Route carried "under" structure: Interstate 40, Year Built: 1961, Structure Length: 0. m, Average Daily Traffic: 25,000 (year 2015), Truck Traffic: 16%, Features Intersected: SR1534
Minimum Vertical Clearance: 4.90m (16.08ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.2m (63.0ft)
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Structure Number: 870233, Location: .08 MI.S.JCT.SR1634 (Lat: 35.544681, Lng: -82.909875), Route carried "under" structure: Interstate 40, Year Built: 1961, Structure Length: 0. m, Average Daily Traffic: 25,000 (year 2015), Truck Traffic: 16%, Features Intersected: SR1534
Minimum Vertical Clearance: 4.84m (15.88ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.2m (63.0ft)
Structure Number: 870233, Location: .08 MI.S.JCT.SR1634 (Lat: 35.544681, Lng: -82.909875), Route carried "under" structure: Interstate 40, Year Built: 1961, Structure Length: 0. m, Average Daily Traffic: 25,000 (year 2015), Truck Traffic: 16%, Features Intersected: SR1534
Minimum Vertical Clearance: 4.84m (15.88ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.2m (63.0ft)
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Structure Number: 870235, Location: .4 MI.S.JCT.SR1536 (Lat: 35.545564, Lng: -82.903828), Route carried "under" structure: Interstate 40, Year Built: 1961, Structure Length: 0. m, Average Daily Traffic: 28,500 (year 2017), Truck Traffic: 16%, Features Intersected: SR1535
Minimum Vertical Clearance: 5.25m (17.22ft), Kilometerpoint: 8.595, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 16.1m (52.8ft)
Structure Number: 870235, Location: .4 MI.S.JCT.SR1536 (Lat: 35.545564, Lng: -82.903828), Route carried "under" structure: Interstate 40, Year Built: 1961, Structure Length: 0. m, Average Daily Traffic: 28,500 (year 2017), Truck Traffic: 16%, Features Intersected: SR1535
Minimum Vertical Clearance: 5.25m (17.22ft), Kilometerpoint: 8.595, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 16.1m (52.8ft)
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Structure Number: 870235, Location: .4 MI.S.JCT.SR1536 (Lat: 35.545564, Lng: -82.903828), Route carried "under" structure: Interstate 40, Year Built: 1961, Structure Length: 0. m, Average Daily Traffic: 28,500 (year 2017), Truck Traffic: 16%, Features Intersected: SR1535
Minimum Vertical Clearance: 5.00m (16.40ft), Kilometerpoint: 8.595, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 16.1m (52.8ft)
Structure Number: 870235, Location: .4 MI.S.JCT.SR1536 (Lat: 35.545564, Lng: -82.903828), Route carried "under" structure: Interstate 40, Year Built: 1961, Structure Length: 0. m, Average Daily Traffic: 28,500 (year 2017), Truck Traffic: 16%, Features Intersected: SR1535
Minimum Vertical Clearance: 5.00m (16.40ft), Kilometerpoint: 8.595, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 16.1m (52.8ft)
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Structure Number: 870236, Location: 1.8 MI.E.JCT.SR1660 (Lat: 35.548919, Lng: -82.885839), Route carried "under" structure: State highway 1513, Year Built: 1961, Structure Length: 0. m, Average Daily Traffic: 630 (year 2016), Truck Traffic: 7%, Features Intersected: I-40
Minimum Vertical Clearance: 4.44m (14.57ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 15.8m (51.8ft)
Structure Number: 870236, Location: 1.8 MI.E.JCT.SR1660 (Lat: 35.548919, Lng: -82.885839), Route carried "under" structure: State highway 1513, Year Built: 1961, Structure Length: 0. m, Average Daily Traffic: 630 (year 2016), Truck Traffic: 7%, Features Intersected: I-40
Minimum Vertical Clearance: 4.44m (14.57ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 15.8m (51.8ft)
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Structure Number: 870239, Location: 1.2 MI.W.JCT.NC215 (Lat: 35.552169, Lng: -82.872553), Route carried "under" structure: State highway 1550, Year Built: 1961, Structure Length: 0. m, Average Daily Traffic: 620 (year 2016), Truck Traffic: 7%, Features Intersected: I-40
Minimum Vertical Clearance: 4.44m (14.57ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 15.2m (49.9ft)
Structure Number: 870239, Location: 1.2 MI.W.JCT.NC215 (Lat: 35.552169, Lng: -82.872553), Route carried "under" structure: State highway 1550, Year Built: 1961, Structure Length: 0. m, Average Daily Traffic: 620 (year 2016), Truck Traffic: 7%, Features Intersected: I-40
Minimum Vertical Clearance: 4.44m (14.57ft), Kilometerpoint: 0.000, 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: 1970208, Location: .6 MI.N.JCT.SR1314 (Lat: 36.138792, Lng: -80.865831), Route carried "under" structure: State highway 1300, Year Built: 2005, Structure Length: 0. m, Average Daily Traffic: 1,200 (year 2015), Truck Traffic: 6%, Features Intersected: US421 NBL
Minimum Vertical Clearance: 4.85m (15.91ft), Kilometerpoint: 81.809, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 15.5m (50.9ft)
Structure Number: 1970208, Location: .6 MI.N.JCT.SR1314 (Lat: 36.138792, Lng: -80.865831), Route carried "under" structure: State highway 1300, Year Built: 2005, Structure Length: 0. m, Average Daily Traffic: 1,200 (year 2015), Truck Traffic: 6%, Features Intersected: US421 NBL
Minimum Vertical Clearance: 4.85m (15.91ft), Kilometerpoint: 81.809, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 15.5m (50.9ft)