Bridge Statistics for Stokesdale, North Carolina (NC)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 22Number of bridges
- 151ft / 45.6mTotal length
- 134,240Total average daily traffic
- 21,007Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Stokesdale
- No street view available for this location
- New bridges - historical statistics
- 11950-1959
- 51970-1979
- 31980-1989
- 132010-2019
- Bridge Condition - Deck
- 27.3%Very good
- 36.4%Good
- 36.4%Satisfactory
- Bridge Condition - Superstructure
- 54.5%Very good
- 18.2%Good
- 18.2%Satisfactory
- 9.1%Poor
- Bridge Condition - Substructure
- 54.5%Very good
- 9.1%Good
- 27.3%Satisfactory
- 9.1%Poor
- Bridge Condition - Culverts
- 16.7%Very good
- 16.7%Good
- 33.3%Satisfactory
- 33.3%Fair
Find on map >> Show street view
Structure Number: 670164, Location: 0.9 MI. E. JCT. SR1962 (Lat: 36.225767, Lng: -80.044256), Route carried "on" structure: US 158, Year Built: 1971, Status: Open, Structure Length: 2.95m (9.68ft), Average Daily Traffic: 8,100 (year 2019), Truck Traffic: 14%, Average Future Daily Traffic: 16,200 (year 2040), Design Load: HS 20+Mod, Features Intersected: BELEWS LAKE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 2, Subroute: 58), Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 13.5m (44.3ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, 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, 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: August 2021, Underwater Inspection Date: Febuary 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 670164, Location: 0.9 MI. E. JCT. SR1962 (Lat: 36.225767, Lng: -80.044256), Route carried "on" structure: US 158, Year Built: 1971, Status: Open, Structure Length: 2.95m (9.68ft), Average Daily Traffic: 8,100 (year 2019), Truck Traffic: 14%, Average Future Daily Traffic: 16,200 (year 2040), Design Load: HS 20+Mod, Features Intersected: BELEWS LAKE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 2, Subroute: 58), Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 13.5m (44.3ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, 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, 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: August 2021, Underwater Inspection Date: Febuary 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 670165, Location: 0.4 MI. E. JCT. SR2119 (Lat: 36.242333, Lng: -80.064444), Route carried "on" structure: State highway 65, Year Built: 1971, Status: Open, Structure Length: 5.97m (19.59ft), Average Daily Traffic: 4,700 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 9,400 (year 2040), Design Load: HS 15, Features Intersected: BELEWS CREEK
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), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.2m (63.0ft), Curb-To-Curb Width: 10.8m (35.4ft), Out-to-Out Width: 11.5m (37.7ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 63.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 670165, Location: 0.4 MI. E. JCT. SR2119 (Lat: 36.242333, Lng: -80.064444), Route carried "on" structure: State highway 65, Year Built: 1971, Status: Open, Structure Length: 5.97m (19.59ft), Average Daily Traffic: 4,700 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 9,400 (year 2040), Design Load: HS 15, Features Intersected: BELEWS CREEK
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), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.2m (63.0ft), Curb-To-Curb Width: 10.8m (35.4ft), Out-to-Out Width: 11.5m (37.7ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 63.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 670181, Location: 0.3 MI.E.JCT.SR2120 (Lat: 36.240728, Lng: -80.050464), Route carried "on" structure: State highway 65, Year Built: 1971, Status: Open, Structure Length: 3.90m (12.80ft), Average Daily Traffic: 3,400 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 6,800 (year 2040), Design Load: HS 15, Features Intersected: EAST BELEWS CREEK
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), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.4m (40.7ft), Curb-To-Curb Width: 10.8m (35.4ft), Out-to-Out Width: 11.5m (37.7ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.9 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 desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 670181, Location: 0.3 MI.E.JCT.SR2120 (Lat: 36.240728, Lng: -80.050464), Route carried "on" structure: State highway 65, Year Built: 1971, Status: Open, Structure Length: 3.90m (12.80ft), Average Daily Traffic: 3,400 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 6,800 (year 2040), Design Load: HS 15, Features Intersected: EAST BELEWS CREEK
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), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.4m (40.7ft), Curb-To-Curb Width: 10.8m (35.4ft), Out-to-Out Width: 11.5m (37.7ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.9 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 desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 810113, Location: 0.2 MI. S. JCT. SR2035 (Lat: 36.226653, Lng: -80.013219), Route carried "on" structure: State highway 2034, Year Built: 1988, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 410 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 820 (year 2040), Design Load: HS 20+Mod, Features Intersected: KINGS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.0m (19.7ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.3m (10.8ft)
Condition: Channel: Good, 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: June 2021
Structure Number: 810113, Location: 0.2 MI. S. JCT. SR2035 (Lat: 36.226653, Lng: -80.013219), Route carried "on" structure: State highway 2034, Year Built: 1988, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 410 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 820 (year 2040), Design Load: HS 20+Mod, Features Intersected: KINGS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.0m (19.7ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.3m (10.8ft)
Condition: Channel: Good, 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: June 2021
Find on map >> Show street view
Structure Number: 810114, Location: 0.3 MI. S. JCT. US158 (Lat: 36.225072, Lng: -80.030517), Route carried "on" structure: State highway 2032, Year Built: 1986, Status: Open, Structure Length: 3.07m (10.07ft), Average Daily Traffic: 300 (year 2000), Truck Traffic: 6%, Average Future Daily Traffic: 600 (year 2040), Design Load: HS 20+Mod, Features Intersected: KINGS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.0m (19.7ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 86.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 810114, Location: 0.3 MI. S. JCT. US158 (Lat: 36.225072, Lng: -80.030517), Route carried "on" structure: State highway 2032, Year Built: 1986, Status: Open, Structure Length: 3.07m (10.07ft), Average Daily Traffic: 300 (year 2000), Truck Traffic: 6%, Average Future Daily Traffic: 600 (year 2040), Design Load: HS 20+Mod, Features Intersected: KINGS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.0m (19.7ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 86.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 810324, Location: 1.4 MI. N. JCT.US73 (Lat: 36.246742, Lng: -79.920581), Route carried "on" structure: US 220, Year Built: 2019, Status: Open, Structure Length: 6.40m (21.00ft), Average Daily Traffic: 19,000 (year 2017), Truck Traffic: 14%, Average Future Daily Traffic: 38,000 (year 2040), Design Load: HS 25 or greater, Features Intersected: US158
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.357, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 2, Subroute: 20), Owner: State Highway Agency, Approaching Roadway Width: 12.4m (40.7ft), Skew: 22 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 33.8m (110.9ft), Curb-To-Curb Width: 12.5m (41.0ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very 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: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 810324, Location: 1.4 MI. N. JCT.US73 (Lat: 36.246742, Lng: -79.920581), Route carried "on" structure: US 220, Year Built: 2019, Status: Open, Structure Length: 6.40m (21.00ft), Average Daily Traffic: 19,000 (year 2017), Truck Traffic: 14%, Average Future Daily Traffic: 38,000 (year 2040), Design Load: HS 25 or greater, Features Intersected: US158
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.357, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 2, Subroute: 20), Owner: State Highway Agency, Approaching Roadway Width: 12.4m (40.7ft), Skew: 22 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 33.8m (110.9ft), Curb-To-Curb Width: 12.5m (41.0ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very 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: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 810376, Location: 0.15 MI. S. JCT. SR2034 (Lat: 36.226300, Lng: -80.016803), Route carried "on" structure: State highway 2035, Year Built: 1957, Status: Posted for load, Structure Length: 1.24m (4.07ft), Average Daily Traffic: 90 (year 2000), Average Future Daily Traffic: 180 (year 2040), Features Intersected: KINGS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 4.8m (15.7ft), Material/Design: Steel continuous, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 2, Length of Maximum Span: 11.8m (38.7ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 5.8m (19.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Good, Superstructure: Poor, Substructure: Poor, Channel: Good, Operating Rating: 31.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, 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: 30.0 - 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 810376, Location: 0.15 MI. S. JCT. SR2034 (Lat: 36.226300, Lng: -80.016803), Route carried "on" structure: State highway 2035, Year Built: 1957, Status: Posted for load, Structure Length: 1.24m (4.07ft), Average Daily Traffic: 90 (year 2000), Average Future Daily Traffic: 180 (year 2040), Features Intersected: KINGS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 4.8m (15.7ft), Material/Design: Steel continuous, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 2, Length of Maximum Span: 11.8m (38.7ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 5.8m (19.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Good, Superstructure: Poor, Substructure: Poor, Channel: Good, Operating Rating: 31.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, 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: 30.0 - 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 810382, Location: .6 MI. N. JCT. US158 (Lat: 36.245378, Lng: -79.948514), Route carried "on" structure: State highway 2103, Year Built: 2018, Status: Open, Structure Length: 2.04m (6.69ft), Average Daily Traffic: 290 (year 1978), Truck Traffic: 6%, Average Future Daily Traffic: 580 (year 2040), Design Load: HL 93, Features Intersected: TROUBLESOME CREEK
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), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.5m (64.0ft), Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 810382, Location: .6 MI. N. JCT. US158 (Lat: 36.245378, Lng: -79.948514), Route carried "on" structure: State highway 2103, Year Built: 2018, Status: Open, Structure Length: 2.04m (6.69ft), Average Daily Traffic: 290 (year 1978), Truck Traffic: 6%, Average Future Daily Traffic: 580 (year 2040), Design Load: HL 93, Features Intersected: TROUBLESOME CREEK
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), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.5m (64.0ft), Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 810854, Location: 1.5MI. S. JCT. US220,NC65 (Lat: 36.246672, Lng: -79.920881), Route carried "on" structure: Interstate 73, Year Built: 2014, Status: Open, Structure Length: 6.40m (21.00ft), Average Daily Traffic: 9,500 (year 2017), Truck Traffic: 16%, Average Future Daily Traffic: 19,000 (year 2025), Design Load: HS 20+Mod, Features Intersected: US158US 158US 158
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 1, Subroute: 73), Owner: State Highway Agency, Approaching Roadway Width: 11.5m (37.7ft), Skew: 12 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 33.8m (110.9ft), Curb-To-Curb Width: 12.6m (41.3ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: 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: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, 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: 810854, Location: 1.5MI. S. JCT. US220,NC65 (Lat: 36.246672, Lng: -79.920881), Route carried "on" structure: Interstate 73, Year Built: 2014, Status: Open, Structure Length: 6.40m (21.00ft), Average Daily Traffic: 9,500 (year 2017), Truck Traffic: 16%, Average Future Daily Traffic: 19,000 (year 2025), Design Load: HS 20+Mod, Features Intersected: US158US 158US 158
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 1, Subroute: 73), Owner: State Highway Agency, Approaching Roadway Width: 11.5m (37.7ft), Skew: 12 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 33.8m (110.9ft), Curb-To-Curb Width: 12.6m (41.3ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: 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: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, 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
Find on map >> Show street view
Structure Number: 1570049, Location: 1.0 MI. E. JCT. SR1129 (Lat: 36.300042, Lng: -79.954258), Route carried "on" structure: State highway 1120, Year Built: 1978, Status: Open, Structure Length: 1.06m (3.48ft), Average Daily Traffic: 760 (year 2015), Truck Traffic: 6%, Average Future Daily Traffic: 1,520 (year 2040), Design Load: HS 20+Mod, Features Intersected: HOGANS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.0m (19.7ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Good, Culverts: Fair, 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: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021
Structure Number: 1570049, Location: 1.0 MI. E. JCT. SR1129 (Lat: 36.300042, Lng: -79.954258), Route carried "on" structure: State highway 1120, Year Built: 1978, Status: Open, Structure Length: 1.06m (3.48ft), Average Daily Traffic: 760 (year 2015), Truck Traffic: 6%, Average Future Daily Traffic: 1,520 (year 2040), Design Load: HS 20+Mod, Features Intersected: HOGANS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.0m (19.7ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Good, Culverts: Fair, 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: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021
Find on map >> Show street view
Structure Number: 1570051, Location: 0.3 MI. E. JCT. SR1110 (Lat: 36.301019, Lng: -79.993333), Route carried "on" structure: State highway 1108, Year Built: 1983, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 310 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 620 (year 2040), Design Load: HS 20+Mod, Features Intersected: LITTLE HOGANS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.0m (19.7ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.3m (10.8ft)
Condition: Channel: Good, Culverts: Fair, 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: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021
Structure Number: 1570051, Location: 0.3 MI. E. JCT. SR1110 (Lat: 36.301019, Lng: -79.993333), Route carried "on" structure: State highway 1108, Year Built: 1983, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 310 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 620 (year 2040), Design Load: HS 20+Mod, Features Intersected: LITTLE HOGANS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.0m (19.7ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.3m (10.8ft)
Condition: Channel: Good, Culverts: Fair, 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: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021
Find on map >> Show street view
Structure Number: 1570053, Location: 0.9 MI. W. JCT. SR1110 (Lat: 36.274211, Lng: -80.016772), Route carried "on" structure: State highway 1114, Year Built: 2015, Status: Open, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 100 (year 2008), Truck Traffic: 6%, Average Future Daily Traffic: 200 (year 2040), Design Load: HL 93, Features Intersected: BELEWS CREEK TRIBUTARY 2
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: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.4m (66.9ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 63.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 48.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1570053, Location: 0.9 MI. W. JCT. SR1110 (Lat: 36.274211, Lng: -80.016772), Route carried "on" structure: State highway 1114, Year Built: 2015, Status: Open, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 100 (year 2008), Truck Traffic: 6%, Average Future Daily Traffic: 200 (year 2040), Design Load: HL 93, Features Intersected: BELEWS CREEK TRIBUTARY 2
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: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.4m (66.9ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 63.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 48.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 1570191, Location: 0.5M. W. JCT. SR2336 (Lat: 36.300536, Lng: -79.924581), Route carried "on" structure: State highway 2337, Year Built: 2016, Status: Open, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 260 (year 2014), Truck Traffic: 6%, Average Future Daily Traffic: 520 (year 2040), Design Load: HL 93, Features Intersected: JACOBS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.5m (64.0ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1570191, Location: 0.5M. W. JCT. SR2336 (Lat: 36.300536, Lng: -79.924581), Route carried "on" structure: State highway 2337, Year Built: 2016, Status: Open, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 260 (year 2014), Truck Traffic: 6%, Average Future Daily Traffic: 520 (year 2040), Design Load: HL 93, Features Intersected: JACOBS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.5m (64.0ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 1570219, Location: 0.4 MI. E. JCT. SR1120 (Lat: 36.307403, Lng: -79.987675), Route carried "on" structure: State highway 1120, Year Built: 1976, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 370 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 740 (year 2040), Design Load: HS 20+Mod, Features Intersected: LITTLE HOGANS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.0m (19.7ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.3m (10.8ft)
Condition: Channel: Good, 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: March 2021
Structure Number: 1570219, Location: 0.4 MI. E. JCT. SR1120 (Lat: 36.307403, Lng: -79.987675), Route carried "on" structure: State highway 1120, Year Built: 1976, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 370 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 740 (year 2040), Design Load: HS 20+Mod, Features Intersected: LITTLE HOGANS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.0m (19.7ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.3m (10.8ft)
Condition: Channel: Good, 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: March 2021
Find on map >> Show street view
Structure Number: 1570292, Location: 1.0 MI. S. JCT. NC65 (Lat: 36.256319, Lng: -79.924322), Route carried "on" structure: US 220, Year Built: 2015, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 21,000 (year 2019), Truck Traffic: 23%, Average Future Daily Traffic: 42,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: TROUBLESOME CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 2, Subroute: 20), Owner: State Highway Agency, Approaching Roadway Width: 25.9m (85.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.6m (11.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: May 2021, Underwater Inspection Date: May 2021
Structure Number: 1570292, Location: 1.0 MI. S. JCT. NC65 (Lat: 36.256319, Lng: -79.924322), Route carried "on" structure: US 220, Year Built: 2015, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 21,000 (year 2019), Truck Traffic: 23%, Average Future Daily Traffic: 42,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: TROUBLESOME CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 2, Subroute: 20), Owner: State Highway Agency, Approaching Roadway Width: 25.9m (85.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.6m (11.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: May 2021, Underwater Inspection Date: May 2021
Find on map >> Show street view
Structure Number: 1570313, Location: 0.7 MI S JCT SR2805 (Lat: 36.284292, Lng: -79.939847), Route carried "on" structure: Ramp US 220, Year Built: 2019, Status: Open, Structure Length: 4.45m (14.60ft), Average Daily Traffic: 9,500 (year 2019), Truck Traffic: 14%, Average Future Daily Traffic: 19,000 (year 2040), Design Load: HL 93, Features Intersected: NC68
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.8m (38.7ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 43.5m (142.7ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 86.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 61.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, 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: 1570313, Location: 0.7 MI S JCT SR2805 (Lat: 36.284292, Lng: -79.939847), Route carried "on" structure: Ramp US 220, Year Built: 2019, Status: Open, Structure Length: 4.45m (14.60ft), Average Daily Traffic: 9,500 (year 2019), Truck Traffic: 14%, Average Future Daily Traffic: 19,000 (year 2040), Design Load: HL 93, Features Intersected: NC68
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.8m (38.7ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 43.5m (142.7ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 86.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 61.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, 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
Find on map >> Show street view
Structure Number: 1570314, Location: 0.75 M. N. JCT. US158/220 (Lat: 36.257103, Lng: -79.924778), Route carried "on" structure: Interstate 73, Year Built: 2015, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 21,000 (year 2019), Truck Traffic: 23%, Average Future Daily Traffic: 42,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: TROUBLESOME CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 36.881, Lanes on structure: 6, Base Highway Network: Yes (Inventory Route: 2, Subroute: 20), Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Length of Maximum Span: 6.0m (19.7ft)
Condition: Channel: Good, Culverts: Very good, 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 desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021
Structure Number: 1570314, Location: 0.75 M. N. JCT. US158/220 (Lat: 36.257103, Lng: -79.924778), Route carried "on" structure: Interstate 73, Year Built: 2015, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 21,000 (year 2019), Truck Traffic: 23%, Average Future Daily Traffic: 42,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: TROUBLESOME CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 36.881, Lanes on structure: 6, Base Highway Network: Yes (Inventory Route: 2, Subroute: 20), Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Length of Maximum Span: 6.0m (19.7ft)
Condition: Channel: Good, Culverts: Very good, 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 desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021
Find on map >> Show street view
Structure Number: 810324, Location: 1.4 MI. N. JCT.US73 (Lat: 36.246742, Lng: -79.920581), Route carried "under" structure: US 158, Year Built: 2019, Structure Length: 0. m, Average Daily Traffic: 4,425 (year 2019), Truck Traffic: 12%, Features Intersected: US220N
Minimum Vertical Clearance: 5.48m (17.98ft), Kilometerpoint: 9.357, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.8m (110.9ft)
Structure Number: 810324, Location: 1.4 MI. N. JCT.US73 (Lat: 36.246742, Lng: -79.920581), Route carried "under" structure: US 158, Year Built: 2019, Structure Length: 0. m, Average Daily Traffic: 4,425 (year 2019), Truck Traffic: 12%, Features Intersected: US220N
Minimum Vertical Clearance: 5.48m (17.98ft), Kilometerpoint: 9.357, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.8m (110.9ft)
Find on map >> Show street view
Structure Number: 810324, Location: 1.4 MI. N. JCT.US73 (Lat: 36.246742, Lng: -79.920581), Route carried "under" structure: US 158, Year Built: 2019, Structure Length: 0. m, Average Daily Traffic: 4,425 (year 2019), Truck Traffic: 12%, Features Intersected: US220N
Minimum Vertical Clearance: 5.48m (17.98ft), Kilometerpoint: 9.357, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.8m (110.9ft)
Structure Number: 810324, Location: 1.4 MI. N. JCT.US73 (Lat: 36.246742, Lng: -79.920581), Route carried "under" structure: US 158, Year Built: 2019, Structure Length: 0. m, Average Daily Traffic: 4,425 (year 2019), Truck Traffic: 12%, Features Intersected: US220N
Minimum Vertical Clearance: 5.48m (17.98ft), Kilometerpoint: 9.357, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.8m (110.9ft)
Find on map >> Show street view
Structure Number: 810854, Location: 1.5MI. S. JCT. US220,NC65 (Lat: 36.246672, Lng: -79.920881), Route carried "under" structure: US 158, Year Built: 2014, Structure Length: 0. m, Average Daily Traffic: 9,000 (year 2019), Truck Traffic: 12%, Features Intersected: I73S,US220S
Minimum Vertical Clearance: 5.20m (17.06ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 1, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.8m (110.9ft)
Structure Number: 810854, Location: 1.5MI. S. JCT. US220,NC65 (Lat: 36.246672, Lng: -79.920881), Route carried "under" structure: US 158, Year Built: 2014, Structure Length: 0. m, Average Daily Traffic: 9,000 (year 2019), Truck Traffic: 12%, Features Intersected: I73S,US220S
Minimum Vertical Clearance: 5.20m (17.06ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 1, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.8m (110.9ft)
Find on map >> Show street view
Structure Number: 810854, Location: 1.5MI. S. JCT. US220,NC65 (Lat: 36.246672, Lng: -79.920881), Route carried "under" structure: US 158, Year Built: 2014, Structure Length: 0. m, Average Daily Traffic: 9,000 (year 2019), Truck Traffic: 12%, Features Intersected: I73S,US220S
Minimum Vertical Clearance: 5.20m (17.06ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 1, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.8m (110.9ft)
Structure Number: 810854, Location: 1.5MI. S. JCT. US220,NC65 (Lat: 36.246672, Lng: -79.920881), Route carried "under" structure: US 158, Year Built: 2014, Structure Length: 0. m, Average Daily Traffic: 9,000 (year 2019), Truck Traffic: 12%, Features Intersected: I73S,US220S
Minimum Vertical Clearance: 5.20m (17.06ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 1, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.8m (110.9ft)
Find on map >> Show street view
Structure Number: 1570313, Location: 0.7 MI S JCT SR2805 (Lat: 36.284292, Lng: -79.939847), Route carried "under" structure: State highway 68, Year Built: 2019, Structure Length: 0. m, Average Daily Traffic: 8,300 (year 2017), Truck Traffic: 8%, Features Intersected: US220 RMP/FUT 1-73
Minimum Vertical Clearance: 5.26m (17.26ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 1, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 43.5m (142.7ft)
Structure Number: 1570313, Location: 0.7 MI S JCT SR2805 (Lat: 36.284292, Lng: -79.939847), Route carried "under" structure: State highway 68, Year Built: 2019, Structure Length: 0. m, Average Daily Traffic: 8,300 (year 2017), Truck Traffic: 8%, Features Intersected: US220 RMP/FUT 1-73
Minimum Vertical Clearance: 5.26m (17.26ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 1, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 43.5m (142.7ft)