Bridge Statistics for Wrightsboro, North Carolina (NC)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 19Number of bridges
- 322ft / 97.6mTotal length
- 187,215Total average daily traffic
- 25,650Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Wrightsboro
- No street view available for this location
- New bridges - historical statistics
- 172000-2009
- 12010-2019
- 12020-2022
- Bridge Condition - Superstructure
- 10.0%Excellent
- 30.0%Very good
- 60.0%Good
- Bridge Condition - Substructure
- 10.0%Excellent
- 30.0%Very good
- 60.0%Good
- Bridge Condition - Channel
- 50.0%Very good
- 50.0%Good
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Structure Number: 12901, Location: JCT. US17BYP. NB & I-40 (Lat: 34.318719, Lng: -77.869408), Route carried "on" structure: Ramp US 17, Year Built: 2004, Status: Open, Structure Length: 3.81m (12.50ft), Average Daily Traffic: 12,500 (year 2018), Truck Traffic: 12%, Average Future Daily Traffic: 25,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: I40 RAMP W
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.096, Lanes on structure: 3, Lanes under structure: 1, Base Highway Network: Yes (Inventory Route: 2, Subroute: 17), Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Skew: 10 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 36.8m (120.7ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 13.5m (44.3ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 58.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 12901, Location: JCT. US17BYP. NB & I-40 (Lat: 34.318719, Lng: -77.869408), Route carried "on" structure: Ramp US 17, Year Built: 2004, Status: Open, Structure Length: 3.81m (12.50ft), Average Daily Traffic: 12,500 (year 2018), Truck Traffic: 12%, Average Future Daily Traffic: 25,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: I40 RAMP W
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.096, Lanes on structure: 3, Lanes under structure: 1, Base Highway Network: Yes (Inventory Route: 2, Subroute: 17), Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Skew: 10 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 36.8m (120.7ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 13.5m (44.3ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 58.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 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: 1290102, Location: 0.1 MI. N. JCT.US421 (Lat: 34.290611, Lng: -77.966511), Route carried "on" structure: Ramp Interstate 140, Year Built: 2007, Status: Open, Structure Length: 29.53m (96.88ft), Average Daily Traffic: 11,750 (year 2019), Truck Traffic: 16%, Average Future Daily Traffic: 23,500 (year 2040), Design Load: HS 20+Mod, Features Intersected: REEDY MEADOW SWAMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 1, Subroute: 40), Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 9, Length of Maximum Span: 32.0m (105.0ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1290102, Location: 0.1 MI. N. JCT.US421 (Lat: 34.290611, Lng: -77.966511), Route carried "on" structure: Ramp Interstate 140, Year Built: 2007, Status: Open, Structure Length: 29.53m (96.88ft), Average Daily Traffic: 11,750 (year 2019), Truck Traffic: 16%, Average Future Daily Traffic: 23,500 (year 2040), Design Load: HS 20+Mod, Features Intersected: REEDY MEADOW SWAMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 1, Subroute: 40), Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 9, Length of Maximum Span: 32.0m (105.0ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1290106, Location: 0.7MI.W.JCT.US117/NC133 (Lat: 34.317025, Lng: -77.942800), Route carried "on" structure: State highway 1332, Year Built: 2007, Status: Open, Structure Length: 7.40m (24.28ft), Average Daily Traffic: 100 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 200 (year 2040), Design Load: HS 20+Mod, Features Intersected: I140/US17BYP
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: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 36.8m (120.7ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than 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: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1290106, Location: 0.7MI.W.JCT.US117/NC133 (Lat: 34.317025, Lng: -77.942800), Route carried "on" structure: State highway 1332, Year Built: 2007, Status: Open, Structure Length: 7.40m (24.28ft), Average Daily Traffic: 100 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 200 (year 2040), Design Load: HS 20+Mod, Features Intersected: I140/US17BYP
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: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 36.8m (120.7ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than 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: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 129011, Location: 0.4 MI. E. JCT. US421 (Lat: 34.250731, Lng: -77.948847), Route carried "on" structure: Ramp US 74, Year Built: 2005, Status: Open, Structure Length: 14.05m (46.10ft), Average Daily Traffic: 9,375 (year 2019), Truck Traffic: 12%, Average Future Daily Traffic: 18,750 (year 2040), Design Load: HS 20+Mod, Features Intersected: WETLANDS
Minimum Vertical Clearance: 5.33m (17.49ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 8.9m (29.2ft), Out-to-Out Width: 9.8m (32.2ft)
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: 47.1 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, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 129011, Location: 0.4 MI. E. JCT. US421 (Lat: 34.250731, Lng: -77.948847), Route carried "on" structure: Ramp US 74, Year Built: 2005, Status: Open, Structure Length: 14.05m (46.10ft), Average Daily Traffic: 9,375 (year 2019), Truck Traffic: 12%, Average Future Daily Traffic: 18,750 (year 2040), Design Load: HS 20+Mod, Features Intersected: WETLANDS
Minimum Vertical Clearance: 5.33m (17.49ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 8.9m (29.2ft), Out-to-Out Width: 9.8m (32.2ft)
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: 47.1 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, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1290118, Location: 4MI. N. JCT US421 (Lat: 34.317331, Lng: -77.922408), Route carried "on" structure: Interstate 140, Year Built: 2005, Status: Open, Structure Length: 5.05m (16.57ft), Average Daily Traffic: 9,000 (year 2018), Truck Traffic: 23%, Average Future Daily Traffic: 18,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: NC133
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.181, Lanes on structure: 3, Lanes under structure: 5, Base Highway Network: Yes (Inventory Route: 1, Subroute: 40), Owner: State Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Skew: 11 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 2, Length of Maximum Span: 26.8m (87.9ft), Curb-To-Curb Width: 13.6m (44.6ft), Out-to-Out Width: 14.7m (48.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 58.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 1290118, Location: 4MI. N. JCT US421 (Lat: 34.317331, Lng: -77.922408), Route carried "on" structure: Interstate 140, Year Built: 2005, Status: Open, Structure Length: 5.05m (16.57ft), Average Daily Traffic: 9,000 (year 2018), Truck Traffic: 23%, Average Future Daily Traffic: 18,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: NC133
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.181, Lanes on structure: 3, Lanes under structure: 5, Base Highway Network: Yes (Inventory Route: 1, Subroute: 40), Owner: State Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Skew: 11 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 2, Length of Maximum Span: 26.8m (87.9ft), Curb-To-Curb Width: 13.6m (44.6ft), Out-to-Out Width: 14.7m (48.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 58.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 1290119, Location: 4.0 MI. N. JCT US421 (Lat: 34.317114, Lng: -77.922392), Route carried "on" structure: Interstate 40, Year Built: 2005, Status: Open, Structure Length: 5.05m (16.57ft), Average Daily Traffic: 16,500 (year 2017), Truck Traffic: 16%, Average Future Daily Traffic: 33,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: NC133
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.181, Lanes on structure: 3, Lanes under structure: 6, Base Highway Network: Yes (Inventory Route: 1, Subroute: 40), Owner: State Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Skew: 11 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 27.1m (88.9ft), Curb-To-Curb Width: 13.5m (44.3ft), Out-to-Out Width: 14.7m (48.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 58.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Meets minimum limits, 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: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1290119, Location: 4.0 MI. N. JCT US421 (Lat: 34.317114, Lng: -77.922392), Route carried "on" structure: Interstate 40, Year Built: 2005, Status: Open, Structure Length: 5.05m (16.57ft), Average Daily Traffic: 16,500 (year 2017), Truck Traffic: 16%, Average Future Daily Traffic: 33,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: NC133
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.181, Lanes on structure: 3, Lanes under structure: 6, Base Highway Network: Yes (Inventory Route: 1, Subroute: 40), Owner: State Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Skew: 11 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 27.1m (88.9ft), Curb-To-Curb Width: 13.5m (44.3ft), Out-to-Out Width: 14.7m (48.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 58.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Meets minimum limits, 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: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1290124, Location: 0.1M S. JCT. SR1318 (Lat: 34.317994, Lng: -77.881781), Route carried "on" structure: US 117, Year Built: 2004, Status: Open, Structure Length: 6.64m (21.78ft), Average Daily Traffic: 13,000 (year 2019), Truck Traffic: 14%, Average Future Daily Traffic: 26,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: I140, US17
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 5, Base Highway Network: Yes (Inventory Route: 2, Subroute: 17), Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 33.5m (109.9ft), Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 54.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1290124, Location: 0.1M S. JCT. SR1318 (Lat: 34.317994, Lng: -77.881781), Route carried "on" structure: US 117, Year Built: 2004, Status: Open, Structure Length: 6.64m (21.78ft), Average Daily Traffic: 13,000 (year 2019), Truck Traffic: 14%, Average Future Daily Traffic: 26,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: I140, US17
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 5, Base Highway Network: Yes (Inventory Route: 2, Subroute: 17), Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 33.5m (109.9ft), Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 54.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 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: 1290129, Location: 0.1M E. JCT. NC133 (Lat: 34.260522, Lng: -77.928203), Route carried "on" structure: US 74, Year Built: 2005, Status: Open, Structure Length: 4.99m (16.37ft), Average Daily Traffic: 22,750 (year 2019), Truck Traffic: 12%, Average Future Daily Traffic: 45,500 (year 2040), Design Load: HS 20+Mod, Features Intersected: CSX R/R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 2, Subroute: 74), Owner: State Highway Agency, Approaching Roadway Width: 11.5m (37.7ft), Skew: 11 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 62.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.1 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, Underclear: Superior 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 Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1290129, Location: 0.1M E. JCT. NC133 (Lat: 34.260522, Lng: -77.928203), Route carried "on" structure: US 74, Year Built: 2005, Status: Open, Structure Length: 4.99m (16.37ft), Average Daily Traffic: 22,750 (year 2019), Truck Traffic: 12%, Average Future Daily Traffic: 45,500 (year 2040), Design Load: HS 20+Mod, Features Intersected: CSX R/R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 2, Subroute: 74), Owner: State Highway Agency, Approaching Roadway Width: 11.5m (37.7ft), Skew: 11 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 62.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.1 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, Underclear: Superior 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 Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1290198, Location: 0.2 MI. S. JCT. US421 (Lat: 34.287764, Lng: -77.971281), Route carried "on" structure: State lands road 140, Year Built: 2017, Status: Open, Structure Length: 3.96m (12.99ft), Average Daily Traffic: 13,500 (year 2018), Truck Traffic: 16%, Average Future Daily Traffic: 27,000 (year 2040), Design Load: HL 93, Features Intersected: CSX SEABOARD CSTL RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 4 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: 37.1m (121.7ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Good, Superstructure: Excellent, Substructure: Excellent, Operating Rating: 70.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 49.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: High priority of replacement, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1290198, Location: 0.2 MI. S. JCT. US421 (Lat: 34.287764, Lng: -77.971281), Route carried "on" structure: State lands road 140, Year Built: 2017, Status: Open, Structure Length: 3.96m (12.99ft), Average Daily Traffic: 13,500 (year 2018), Truck Traffic: 16%, Average Future Daily Traffic: 27,000 (year 2040), Design Load: HL 93, Features Intersected: CSX SEABOARD CSTL RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 4 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: 37.1m (121.7ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Good, Superstructure: Excellent, Substructure: Excellent, Operating Rating: 70.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 49.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: High priority of replacement, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1290216, Location: 2.9 MI. N. JCT. SR2145 (Lat: 34.945072, Lng: -78.930828), Route carried "on" structure: US 421, Year Built: 2020, Status: Open, Structure Length: 17.12m (56.17ft), Average Daily Traffic: 12,000 (year 2017), Truck Traffic: 12%, Average Future Daily Traffic: 24,000 (year 2040), Design Load: HL 93, Features Intersected: FISHING CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 2, Subroute: 21), Owner: State Highway Agency, Approaching Roadway Width: 10.0m (32.8ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 23.7m (77.8ft), Curb-To-Curb Width: 10.3m (33.8ft), Out-to-Out Width: 11.3m (37.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 64.4 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 Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1290216, Location: 2.9 MI. N. JCT. SR2145 (Lat: 34.945072, Lng: -78.930828), Route carried "on" structure: US 421, Year Built: 2020, Status: Open, Structure Length: 17.12m (56.17ft), Average Daily Traffic: 12,000 (year 2017), Truck Traffic: 12%, Average Future Daily Traffic: 24,000 (year 2040), Design Load: HL 93, Features Intersected: FISHING CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 2, Subroute: 21), Owner: State Highway Agency, Approaching Roadway Width: 10.0m (32.8ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 23.7m (77.8ft), Curb-To-Curb Width: 10.3m (33.8ft), Out-to-Out Width: 11.3m (37.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 64.4 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 Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 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: 12901, Location: JCT. US17BYP. NB & I-40 (Lat: 34.318719, Lng: -77.869408), Route carried "under" structure: Ramp Interstate 40, Year Built: 2004, Structure Length: 0. m, Average Daily Traffic: 4,740 (year 2019), Truck Traffic: 16%, Features Intersected: US17 BYP N COLL
Minimum Vertical Clearance: 5.58m (18.31ft), Kilometerpoint: 126.798, Lanes on structure: 3, Lanes under structure: 1, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.8m (120.7ft)
Structure Number: 12901, Location: JCT. US17BYP. NB & I-40 (Lat: 34.318719, Lng: -77.869408), Route carried "under" structure: Ramp Interstate 40, Year Built: 2004, Structure Length: 0. m, Average Daily Traffic: 4,740 (year 2019), Truck Traffic: 16%, Features Intersected: US17 BYP N COLL
Minimum Vertical Clearance: 5.58m (18.31ft), Kilometerpoint: 126.798, Lanes on structure: 3, Lanes under structure: 1, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.8m (120.7ft)
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Structure Number: 1290106, Location: 0.7MI.W.JCT.US117/NC133 (Lat: 34.317025, Lng: -77.942800), Route carried "under" structure: Interstate 140, Year Built: 2007, Structure Length: 0. m, Average Daily Traffic: 9,000 (year 2015), Truck Traffic: 16%, Features Intersected: SR1332
Minimum Vertical Clearance: 5.96m (19.55ft), Kilometerpoint: 5.181, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.8m (120.7ft)
Structure Number: 1290106, Location: 0.7MI.W.JCT.US117/NC133 (Lat: 34.317025, Lng: -77.942800), Route carried "under" structure: Interstate 140, Year Built: 2007, Structure Length: 0. m, Average Daily Traffic: 9,000 (year 2015), Truck Traffic: 16%, Features Intersected: SR1332
Minimum Vertical Clearance: 5.96m (19.55ft), Kilometerpoint: 5.181, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.8m (120.7ft)
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Structure Number: 1290106, Location: 0.7MI.W.JCT.US117/NC133 (Lat: 34.317025, Lng: -77.942800), Route carried "under" structure: Interstate 140, Year Built: 2007, Structure Length: 0. m, Average Daily Traffic: 9,000 (year 2015), Truck Traffic: 16%, Features Intersected: SR1332
Minimum Vertical Clearance: 5.71m (18.73ft), Kilometerpoint: 5.181, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.8m (120.7ft)
Structure Number: 1290106, Location: 0.7MI.W.JCT.US117/NC133 (Lat: 34.317025, Lng: -77.942800), Route carried "under" structure: Interstate 140, Year Built: 2007, Structure Length: 0. m, Average Daily Traffic: 9,000 (year 2015), Truck Traffic: 16%, Features Intersected: SR1332
Minimum Vertical Clearance: 5.71m (18.73ft), Kilometerpoint: 5.181, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.8m (120.7ft)
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Structure Number: 1290118, Location: 4MI. N. JCT US421 (Lat: 34.317331, Lng: -77.922408), Route carried "under" structure: State highway 133, Year Built: 2005, Structure Length: 0. m, Average Daily Traffic: 6,000 (year 2015), Truck Traffic: 6%, Features Intersected: I-140W,US17S
Minimum Vertical Clearance: 5.43m (17.81ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.8m (87.9ft)
Structure Number: 1290118, Location: 4MI. N. JCT US421 (Lat: 34.317331, Lng: -77.922408), Route carried "under" structure: State highway 133, Year Built: 2005, Structure Length: 0. m, Average Daily Traffic: 6,000 (year 2015), Truck Traffic: 6%, Features Intersected: I-140W,US17S
Minimum Vertical Clearance: 5.43m (17.81ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.8m (87.9ft)
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Structure Number: 1290118, Location: 4MI. N. JCT US421 (Lat: 34.317331, Lng: -77.922408), Route carried "under" structure: State highway 133, Year Built: 2005, Structure Length: 0. m, Average Daily Traffic: 6,000 (year 2015), Truck Traffic: 6%, Features Intersected: I-140W,US17S
Minimum Vertical Clearance: 5.43m (17.81ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 3, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.8m (87.9ft)
Structure Number: 1290118, Location: 4MI. N. JCT US421 (Lat: 34.317331, Lng: -77.922408), Route carried "under" structure: State highway 133, Year Built: 2005, Structure Length: 0. m, Average Daily Traffic: 6,000 (year 2015), Truck Traffic: 6%, Features Intersected: I-140W,US17S
Minimum Vertical Clearance: 5.43m (17.81ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 3, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.8m (87.9ft)
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Structure Number: 1290119, Location: 4.0 MI. N. JCT US421 (Lat: 34.317114, Lng: -77.922392), Route carried "under" structure: State highway 133, Year Built: 2005, Structure Length: 0. m, Average Daily Traffic: 6,000 (year 2018), Truck Traffic: 6%, Features Intersected: I40E,US17N
Minimum Vertical Clearance: 5.25m (17.22ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 3, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.1m (88.9ft)
Structure Number: 1290119, Location: 4.0 MI. N. JCT US421 (Lat: 34.317114, Lng: -77.922392), Route carried "under" structure: State highway 133, Year Built: 2005, Structure Length: 0. m, Average Daily Traffic: 6,000 (year 2018), Truck Traffic: 6%, Features Intersected: I40E,US17N
Minimum Vertical Clearance: 5.25m (17.22ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 3, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.1m (88.9ft)
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Structure Number: 1290119, Location: 4.0 MI. N. JCT US421 (Lat: 34.317114, Lng: -77.922392), Route carried "under" structure: State highway 133, Year Built: 2005, Structure Length: 0. m, Average Daily Traffic: 6,000 (year 2018), Truck Traffic: 6%, Features Intersected: I40E,US17N
Minimum Vertical Clearance: 5.25m (17.22ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 3, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.1m (88.9ft)
Structure Number: 1290119, Location: 4.0 MI. N. JCT US421 (Lat: 34.317114, Lng: -77.922392), Route carried "under" structure: State highway 133, Year Built: 2005, Structure Length: 0. m, Average Daily Traffic: 6,000 (year 2018), Truck Traffic: 6%, Features Intersected: I40E,US17N
Minimum Vertical Clearance: 5.25m (17.22ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 3, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.1m (88.9ft)
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Structure Number: 1290124, Location: 0.1M S. JCT. SR1318 (Lat: 34.317994, Lng: -77.881781), Route carried "under" structure: Interstate 140, Year Built: 2004, Structure Length: 0. m, Average Daily Traffic: 10,000 (year 2015), Truck Traffic: 16%, Features Intersected: US117, NC132
Minimum Vertical Clearance: 6.37m (20.90ft), Kilometerpoint: 4.572, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.5m (109.9ft)
Structure Number: 1290124, Location: 0.1M S. JCT. SR1318 (Lat: 34.317994, Lng: -77.881781), Route carried "under" structure: Interstate 140, Year Built: 2004, Structure Length: 0. m, Average Daily Traffic: 10,000 (year 2015), Truck Traffic: 16%, Features Intersected: US117, NC132
Minimum Vertical Clearance: 6.37m (20.90ft), Kilometerpoint: 4.572, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.5m (109.9ft)
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Structure Number: 1290124, Location: 0.1M S. JCT. SR1318 (Lat: 34.317994, Lng: -77.881781), Route carried "under" structure: Interstate 140, Year Built: 2004, Structure Length: 0. m, Average Daily Traffic: 10,000 (year 2015), Truck Traffic: 16%, Features Intersected: US117, NC132
Minimum Vertical Clearance: 5.68m (18.64ft), Kilometerpoint: 4.572, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.5m (109.9ft)
Structure Number: 1290124, Location: 0.1M S. JCT. SR1318 (Lat: 34.317994, Lng: -77.881781), Route carried "under" structure: Interstate 140, Year Built: 2004, Structure Length: 0. m, Average Daily Traffic: 10,000 (year 2015), Truck Traffic: 16%, Features Intersected: US117, NC132
Minimum Vertical Clearance: 5.68m (18.64ft), Kilometerpoint: 4.572, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.5m (109.9ft)