Bridge Statistics for Hamlet, North Carolina (NC)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 44Number of bridges
- 394ft / 120mTotal length
- 231,350Total average daily traffic
- 30,395Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Hamlet
- No street view available for this location
- New bridges - historical statistics
- 11920-1929
- 21940-1949
- 11950-1959
- 11960-1969
- 21980-1989
- 141990-1999
- 232000-2009
- Bridge Condition - Deck
- 91.7%Good
- 8.3%Satisfactory
- Bridge Condition - Superstructure
- 20.8%Very good
- 75.0%Good
- 4.2%Satisfactory
- Bridge Condition - Substructure
- 12.5%Very good
- 79.2%Good
- 4.2%Satisfactory
- 4.2%Fair
- Bridge Condition - Culverts
- 50.0%Good
- 50.0%Satisfactory
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Structure Number: 1530001, Location: 1.0 MI. W. JCT. US220 (Lat: 34.939717, Lng: -79.784636), Route carried "on" structure: Business US 74, Year Built: 1940, Year Reconstructed: 1970, Status: Open, Structure Length: 2.71m (8.89ft), Average Daily Traffic: 7,000 (year 2018), Truck Traffic: 12%, Average Future Daily Traffic: 14,000 (year 2040), Design Load: H 15, Features Intersected: HITCHCOCK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Base Highway Network: Yes (Inventory Route: 2, Subroute: 74), Owner: State Highway Agency, Approaching Roadway Width: 18.5m (60.7ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 13.4m (44.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 17.0m (55.8ft), Out-to-Out Width: 21.0m (68.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 47.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 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 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1530001, Location: 1.0 MI. W. JCT. US220 (Lat: 34.939717, Lng: -79.784636), Route carried "on" structure: Business US 74, Year Built: 1940, Year Reconstructed: 1970, Status: Open, Structure Length: 2.71m (8.89ft), Average Daily Traffic: 7,000 (year 2018), Truck Traffic: 12%, Average Future Daily Traffic: 14,000 (year 2040), Design Load: H 15, Features Intersected: HITCHCOCK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Base Highway Network: Yes (Inventory Route: 2, Subroute: 74), Owner: State Highway Agency, Approaching Roadway Width: 18.5m (60.7ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 13.4m (44.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 17.0m (55.8ft), Out-to-Out Width: 21.0m (68.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 47.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 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 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1530008, Location: 0.3 MI. N. JCT. SR1909 (Lat: 34.891511, Lng: -79.703700), Route carried "on" structure: State highway 177, Year Built: 1991, Status: Open, Structure Length: 4.41m (14.47ft), Average Daily Traffic: 11,000 (year 2019), Truck Traffic: 12%, Average Future Daily Traffic: 22,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: CSX RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 3, Subroute: 77), Owner: State Highway Agency, Approaching Roadway Width: 9.7m (31.8ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.3m (69.9ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 9.7m (31.8ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 71.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: Somewhat better than minimum adequacy, 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: 1530008, Location: 0.3 MI. N. JCT. SR1909 (Lat: 34.891511, Lng: -79.703700), Route carried "on" structure: State highway 177, Year Built: 1991, Status: Open, Structure Length: 4.41m (14.47ft), Average Daily Traffic: 11,000 (year 2019), Truck Traffic: 12%, Average Future Daily Traffic: 22,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: CSX RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 3, Subroute: 77), Owner: State Highway Agency, Approaching Roadway Width: 9.7m (31.8ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.3m (69.9ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 9.7m (31.8ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 71.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: Somewhat better than minimum adequacy, 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: 1530012, Location: 0.1 MI. W. JCT. NC381 (Lat: 34.854539, Lng: -79.670906), Route carried "on" structure: State highway 1615, Year Built: 1969, Status: Open, Structure Length: 4.11m (13.48ft), Average Daily Traffic: 690 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 1,380 (year 2040), Design Load: HS 15, Features Intersected: S.C.L.RAILROAD
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: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 8.9m (29.2ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 48.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1530012, Location: 0.1 MI. W. JCT. NC381 (Lat: 34.854539, Lng: -79.670906), Route carried "on" structure: State highway 1615, Year Built: 1969, Status: Open, Structure Length: 4.11m (13.48ft), Average Daily Traffic: 690 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 1,380 (year 2040), Design Load: HS 15, Features Intersected: S.C.L.RAILROAD
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: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 8.9m (29.2ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 48.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1530017, Location: 0.2 MI. E. JCT. SR1811 (Lat: 34.862694, Lng: -79.719339), Route carried "on" structure: State highway 1812, Year Built: 1996, Status: Open, Structure Length: 1.43m (4.69ft), Average Daily Traffic: 900 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 1,800 (year 2040), Design Load: HS 20+Mod, Features Intersected: MARK'S 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: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.0m (45.9ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 74.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1530017, Location: 0.2 MI. E. JCT. SR1811 (Lat: 34.862694, Lng: -79.719339), Route carried "on" structure: State highway 1812, Year Built: 1996, Status: Open, Structure Length: 1.43m (4.69ft), Average Daily Traffic: 900 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 1,800 (year 2040), Design Load: HS 20+Mod, Features Intersected: MARK'S 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: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.0m (45.9ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 74.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1530018, Location: 0.05 MI. S. JCT. SR1811 (Lat: 34.851131, Lng: -79.733297), Route carried "on" structure: State highway 1825, Year Built: 1997, Status: Open, Structure Length: 3.26m (10.70ft), Average Daily Traffic: 1,300 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 2,600 (year 2040), Design Load: HS 20+Mod, Features Intersected: MARKS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 75.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than 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: Febuary 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1530018, Location: 0.05 MI. S. JCT. SR1811 (Lat: 34.851131, Lng: -79.733297), Route carried "on" structure: State highway 1825, Year Built: 1997, Status: Open, Structure Length: 3.26m (10.70ft), Average Daily Traffic: 1,300 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 2,600 (year 2040), Design Load: HS 20+Mod, Features Intersected: MARKS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 75.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than 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: Febuary 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1530019, Location: 0.3 MI. S. JCT. SR1995 (Lat: 34.845419, Lng: -79.768547), Route carried "on" structure: State highway 1900, Year Built: 1989, Status: Open, Structure Length: 2.49m (8.17ft), Average Daily Traffic: 530 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 1,060 (year 2040), Design Load: HS 20+Mod, Features Intersected: MARK'S 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: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 11.8m (38.7ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 8.2m (26.9ft)
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: 58.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1530019, Location: 0.3 MI. S. JCT. SR1995 (Lat: 34.845419, Lng: -79.768547), Route carried "on" structure: State highway 1900, Year Built: 1989, Status: Open, Structure Length: 2.49m (8.17ft), Average Daily Traffic: 530 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 1,060 (year 2040), Design Load: HS 20+Mod, Features Intersected: MARK'S 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: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 11.8m (38.7ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 8.2m (26.9ft)
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: 58.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1530043, Location: 0.1 MI. W. JCT. SR1714 (Lat: 34.887928, Lng: -79.701353), Route carried "on" structure: State highway 1713, Year Built: 2003, Status: Open, Structure Length: 6.00m (19.69ft), Average Daily Traffic: 1,800 (year 2016), Truck Traffic: 7%, Average Future Daily Traffic: 3,600 (year 2040), Design Load: HS 20+Mod, Features Intersected: S.C.L.RAILROAD
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: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 1, Length of Maximum Span: 25.9m (85.0ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 8.9m (29.2ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 79.8 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1530043, Location: 0.1 MI. W. JCT. SR1714 (Lat: 34.887928, Lng: -79.701353), Route carried "on" structure: State highway 1713, Year Built: 2003, Status: Open, Structure Length: 6.00m (19.69ft), Average Daily Traffic: 1,800 (year 2016), Truck Traffic: 7%, Average Future Daily Traffic: 3,600 (year 2040), Design Load: HS 20+Mod, Features Intersected: S.C.L.RAILROAD
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: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 1, Length of Maximum Span: 25.9m (85.0ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 8.9m (29.2ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 79.8 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 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: 1530053, Location: 0.2 MI. N. JCT. NC38 (Lat: 34.880767, Lng: -79.695864), Route carried "on" structure: State highway 1615, Year Built: 1981, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 2,400 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 4,800 (year 2040), Design Load: HS 15, Features Intersected: MARKS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 8.9m (29.2ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 70.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1530053, Location: 0.2 MI. N. JCT. NC38 (Lat: 34.880767, Lng: -79.695864), Route carried "on" structure: State highway 1615, Year Built: 1981, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 2,400 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 4,800 (year 2040), Design Load: HS 15, Features Intersected: MARKS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 8.9m (29.2ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 70.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1530157, Location: 0.1 MI. N. JCT. NC177 (Lat: 34.846972, Lng: -79.757144), Route carried "on" structure: State highway 1990, Year Built: 1956, Status: Posted for load, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 90 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 180 (year 2040), Features Intersected: MARKS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.4m (17.7ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.2m (13.8ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 7.7m (25.3ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 27.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 19.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, 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: Febuary 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1530157, Location: 0.1 MI. N. JCT. NC177 (Lat: 34.846972, Lng: -79.757144), Route carried "on" structure: State highway 1990, Year Built: 1956, Status: Posted for load, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 90 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 180 (year 2040), Features Intersected: MARKS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.4m (17.7ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.2m (13.8ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 7.7m (25.3ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 27.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 19.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, 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: Febuary 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1530172, Location: 0.5 MI. N. JCT. SR1990 (Lat: 34.849692, Lng: -79.750858), Route carried "on" structure: State highway 177, Year Built: 1946, Status: Open, Structure Length: 1.49m (4.89ft), Average Daily Traffic: 3,000 (year 2019), Truck Traffic: 14%, Average Future Daily Traffic: 6,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: MARK'S CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 3, Subroute: 77), Owner: State Highway Agency, Approaching Roadway Width: 6.0m (19.7ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 2.4m (7.9ft)
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: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021
Structure Number: 1530172, Location: 0.5 MI. N. JCT. SR1990 (Lat: 34.849692, Lng: -79.750858), Route carried "on" structure: State highway 177, Year Built: 1946, Status: Open, Structure Length: 1.49m (4.89ft), Average Daily Traffic: 3,000 (year 2019), Truck Traffic: 14%, Average Future Daily Traffic: 6,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: MARK'S CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 3, Subroute: 77), Owner: State Highway Agency, Approaching Roadway Width: 6.0m (19.7ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 2.4m (7.9ft)
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: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021
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Structure Number: 1530173, Location: 100 FT. W. JCT. NC38 (Lat: 34.882744, Lng: -79.692578), Route carried "on" structure: Business US 74, Year Built: 1925, Year Reconstructed: 1978, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 10,500 (year 2018), Truck Traffic: 12%, Average Future Daily Traffic: 21,000 (year 2040), Design Load: HS 20, Features Intersected: CITY LAKE SPILLWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 2, Subroute: 74), Owner: State Highway Agency, Approaching Roadway Width: 18.8m (61.7ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 2.1m (6.9ft), Curb-To-Curb Width: 13.7m (44.9ft), Out-to-Out Width: 19.7m (64.6ft)
Condition: Channel: Good, Culverts: Satisfactory, 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: Equal to 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: July 2020
Structure Number: 1530173, Location: 100 FT. W. JCT. NC38 (Lat: 34.882744, Lng: -79.692578), Route carried "on" structure: Business US 74, Year Built: 1925, Year Reconstructed: 1978, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 10,500 (year 2018), Truck Traffic: 12%, Average Future Daily Traffic: 21,000 (year 2040), Design Load: HS 20, Features Intersected: CITY LAKE SPILLWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 2, Subroute: 74), Owner: State Highway Agency, Approaching Roadway Width: 18.8m (61.7ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 2.1m (6.9ft), Curb-To-Curb Width: 13.7m (44.9ft), Out-to-Out Width: 19.7m (64.6ft)
Condition: Channel: Good, Culverts: Satisfactory, 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: Equal to 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: July 2020
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Structure Number: 1530188, Location: 1.0 MI. N. JCT. SR1990 (Lat: 34.858308, Lng: -79.743033), Route carried "on" structure: State highway 177, Year Built: 1999, Status: Open, Structure Length: 6.52m (21.39ft), Average Daily Traffic: 3,400 (year 2019), Truck Traffic: 14%, Average Future Daily Traffic: 6,800 (year 2040), Design Load: HS 20+Mod, Features Intersected: US74
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 3, Subroute: 77), Owner: State Highway Agency, Approaching Roadway Width: 16.7m (54.8ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 32.6m (107.0ft), Curb-To-Curb Width: 16.7m (54.8ft), Out-to-Out Width: 17.7m (58.1ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Very good, Operating Rating: 81.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1530188, Location: 1.0 MI. N. JCT. SR1990 (Lat: 34.858308, Lng: -79.743033), Route carried "on" structure: State highway 177, Year Built: 1999, Status: Open, Structure Length: 6.52m (21.39ft), Average Daily Traffic: 3,400 (year 2019), Truck Traffic: 14%, Average Future Daily Traffic: 6,800 (year 2040), Design Load: HS 20+Mod, Features Intersected: US74
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 3, Subroute: 77), Owner: State Highway Agency, Approaching Roadway Width: 16.7m (54.8ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 32.6m (107.0ft), Curb-To-Curb Width: 16.7m (54.8ft), Out-to-Out Width: 17.7m (58.1ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Very good, Operating Rating: 81.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 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: 1530189, Location: 0.95 MI. N. JCT. 1833 (Lat: 34.861103, Lng: -79.676403), Route carried "on" structure: State highway 1615, Year Built: 1999, Status: Open, Structure Length: 5.88m (19.29ft), Average Daily Traffic: 840 (year 2015), Truck Traffic: 6%, Average Future Daily Traffic: 1,680 (year 2040), Design Load: HS 20+Mod, Features Intersected: US74
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: 9.4m (30.8ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 28.9m (94.8ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 1530189, Location: 0.95 MI. N. JCT. 1833 (Lat: 34.861103, Lng: -79.676403), Route carried "on" structure: State highway 1615, Year Built: 1999, Status: Open, Structure Length: 5.88m (19.29ft), Average Daily Traffic: 840 (year 2015), Truck Traffic: 6%, Average Future Daily Traffic: 1,680 (year 2040), Design Load: HS 20+Mod, Features Intersected: US74
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: 9.4m (30.8ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 28.9m (94.8ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1530191, Location: 1.5 MI. W. JCT. NC381 (Lat: 34.856092, Lng: -79.695325), Route carried "on" structure: Bypass US 74, Year Built: 1999, Status: Open, Structure Length: 4.69m (15.39ft), Average Daily Traffic: 8,750 (year 2019), Truck Traffic: 14%, Average Future Daily Traffic: 17,500 (year 2040), Design Load: HS 20+Mod, Features Intersected: NC38
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 97.049, Lanes on structure: 2, Lanes under structure: 3, Base Highway Network: Yes (Inventory Route: 2, Subroute: 74), Owner: State Highway Agency, Approaching Roadway Width: 11.2m (36.7ft), Skew: 11 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 23.1m (75.8ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 12.3m (40.4ft)
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: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1530191, Location: 1.5 MI. W. JCT. NC381 (Lat: 34.856092, Lng: -79.695325), Route carried "on" structure: Bypass US 74, Year Built: 1999, Status: Open, Structure Length: 4.69m (15.39ft), Average Daily Traffic: 8,750 (year 2019), Truck Traffic: 14%, Average Future Daily Traffic: 17,500 (year 2040), Design Load: HS 20+Mod, Features Intersected: NC38
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 97.049, Lanes on structure: 2, Lanes under structure: 3, Base Highway Network: Yes (Inventory Route: 2, Subroute: 74), Owner: State Highway Agency, Approaching Roadway Width: 11.2m (36.7ft), Skew: 11 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 23.1m (75.8ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 12.3m (40.4ft)
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: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 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: 1530202, Location: 0.1 MI. W. JCT. SR1991 (Lat: 34.868914, Lng: -79.755961), Route carried "on" structure: State highway 1900, Year Built: 2000, Status: Open, Structure Length: 6.37m (20.90ft), Average Daily Traffic: 1,700 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 3,400 (year 2040), Design Load: HS 20+Mod, Features Intersected: US74
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: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 32.0m (105.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 84.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.8 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: 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: 1530202, Location: 0.1 MI. W. JCT. SR1991 (Lat: 34.868914, Lng: -79.755961), Route carried "on" structure: State highway 1900, Year Built: 2000, Status: Open, Structure Length: 6.37m (20.90ft), Average Daily Traffic: 1,700 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 3,400 (year 2040), Design Load: HS 20+Mod, Features Intersected: US74
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: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 32.0m (105.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 84.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.8 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: 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
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Structure Number: 1530203, Location: 0.41 MI. E. JCT. NC177 (Lat: 34.854172, Lng: -79.737394), Route carried "on" structure: Bypass US 74, Year Built: 2000, Status: Open, Structure Length: 5.05m (16.57ft), Average Daily Traffic: 10,500 (year 2019), Truck Traffic: 14%, Average Future Daily Traffic: 21,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: CSX RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 96.622, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 2, Subroute: 74), Owner: State Highway Agency, Approaching Roadway Width: 11.8m (38.7ft), Skew: 11 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.5m (73.8ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1530203, Location: 0.41 MI. E. JCT. NC177 (Lat: 34.854172, Lng: -79.737394), Route carried "on" structure: Bypass US 74, Year Built: 2000, Status: Open, Structure Length: 5.05m (16.57ft), Average Daily Traffic: 10,500 (year 2019), Truck Traffic: 14%, Average Future Daily Traffic: 21,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: CSX RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 96.622, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 2, Subroute: 74), Owner: State Highway Agency, Approaching Roadway Width: 11.8m (38.7ft), Skew: 11 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.5m (73.8ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 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: 1530204, Location: 0.41 MI. E. JCT. NC177 (Lat: 34.853989, Lng: -79.737608), Route carried "on" structure: Bypass US 74, Year Built: 2000, Status: Open, Structure Length: 5.36m (17.59ft), Average Daily Traffic: 10,500 (year 2019), Truck Traffic: 14%, Average Future Daily Traffic: 21,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: CSX RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 96.317, Lanes on structure: 3, Base Highway Network: Yes (Inventory Route: 2, Subroute: 74), Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 11 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.5m (73.8ft), Curb-To-Curb Width: 14.4m (47.2ft), Out-to-Out Width: 15.3m (50.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1530204, Location: 0.41 MI. E. JCT. NC177 (Lat: 34.853989, Lng: -79.737608), Route carried "on" structure: Bypass US 74, Year Built: 2000, Status: Open, Structure Length: 5.36m (17.59ft), Average Daily Traffic: 10,500 (year 2019), Truck Traffic: 14%, Average Future Daily Traffic: 21,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: CSX RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 96.317, Lanes on structure: 3, Base Highway Network: Yes (Inventory Route: 2, Subroute: 74), Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 11 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.5m (73.8ft), Curb-To-Curb Width: 14.4m (47.2ft), Out-to-Out Width: 15.3m (50.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 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: 1530205, Location: 0.67 MI. E. JCT. NC177 (Lat: 34.852789, Lng: -79.733639), Route carried "on" structure: Bypass US 74, Year Built: 2000, Status: Open, Structure Length: 3.26m (10.70ft), Average Daily Traffic: 10,500 (year 2019), Truck Traffic: 14%, Average Future Daily Traffic: 21,000 (year 2025), Design Load: HS 20+Mod, Features Intersected: SR1825
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 96.378, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 9, Subroute: 18), Owner: State Highway Agency, Approaching Roadway Width: 10.9m (35.8ft), Skew: 12 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 32.0m (105.0ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 66.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum 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
Structure Number: 1530205, Location: 0.67 MI. E. JCT. NC177 (Lat: 34.852789, Lng: -79.733639), Route carried "on" structure: Bypass US 74, Year Built: 2000, Status: Open, Structure Length: 3.26m (10.70ft), Average Daily Traffic: 10,500 (year 2019), Truck Traffic: 14%, Average Future Daily Traffic: 21,000 (year 2025), Design Load: HS 20+Mod, Features Intersected: SR1825
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 96.378, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 9, Subroute: 18), Owner: State Highway Agency, Approaching Roadway Width: 10.9m (35.8ft), Skew: 12 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 32.0m (105.0ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 66.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum 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
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Structure Number: 1530206, Location: 0.67 MI. E. JCT. NC177 (Lat: 34.852533, Lng: -79.733597), Route carried "on" structure: Bypass US 74, Year Built: 2000, Status: Open, Structure Length: 3.41m (11.19ft), Average Daily Traffic: 10,500 (year 2019), Truck Traffic: 14%, Average Future Daily Traffic: 21,000 (year 2025), Design Load: HS 20+Mod, Features Intersected: SR1825
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 96.354, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 9, Subroute: 18), Owner: State Highway Agency, Approaching Roadway Width: 12.4m (40.7ft), Skew: 12 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 33.2m (108.9ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 58.9 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: 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
Structure Number: 1530206, Location: 0.67 MI. E. JCT. NC177 (Lat: 34.852533, Lng: -79.733597), Route carried "on" structure: Bypass US 74, Year Built: 2000, Status: Open, Structure Length: 3.41m (11.19ft), Average Daily Traffic: 10,500 (year 2019), Truck Traffic: 14%, Average Future Daily Traffic: 21,000 (year 2025), Design Load: HS 20+Mod, Features Intersected: SR1825
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 96.354, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 9, Subroute: 18), Owner: State Highway Agency, Approaching Roadway Width: 12.4m (40.7ft), Skew: 12 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 33.2m (108.9ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 58.9 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: 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
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Structure Number: 1530207, Location: 0.93 MI. E. JCT. NC177 (Lat: 34.852517, Lng: -79.729044), Route carried "on" structure: Bypass US 74, Year Built: 2000, Status: Open, Structure Length: 7.83m (25.69ft), Average Daily Traffic: 10,500 (year 2019), Truck Traffic: 12%, Average Future Daily Traffic: 21,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: MARKS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 96.500, 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: 15 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.9m (81.7ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 59.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1530207, Location: 0.93 MI. E. JCT. NC177 (Lat: 34.852517, Lng: -79.729044), Route carried "on" structure: Bypass US 74, Year Built: 2000, Status: Open, Structure Length: 7.83m (25.69ft), Average Daily Traffic: 10,500 (year 2019), Truck Traffic: 12%, Average Future Daily Traffic: 21,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: MARKS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 96.500, 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: 15 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.9m (81.7ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 59.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 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: 1530208, Location: 0.93 MI. E. JCT. NC177 (Lat: 34.852286, Lng: -79.729350), Route carried "on" structure: Bypass US 74, Year Built: 2000, Status: Open, Structure Length: 7.65m (25.10ft), Average Daily Traffic: 8,000 (year 2013), Truck Traffic: 14%, Average Future Daily Traffic: 16,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: MARKS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 96.500, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 2, Subroute: 74), Owner: State Highway Agency, Approaching Roadway Width: 11.2m (36.7ft), Skew: 15 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.3m (79.7ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 81.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1530208, Location: 0.93 MI. E. JCT. NC177 (Lat: 34.852286, Lng: -79.729350), Route carried "on" structure: Bypass US 74, Year Built: 2000, Status: Open, Structure Length: 7.65m (25.10ft), Average Daily Traffic: 8,000 (year 2013), Truck Traffic: 14%, Average Future Daily Traffic: 16,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: MARKS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 96.500, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 2, Subroute: 74), Owner: State Highway Agency, Approaching Roadway Width: 11.2m (36.7ft), Skew: 15 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.3m (79.7ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 81.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 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: 1530209, Location: 1.5 MI. E. JCT. NC38 (Lat: 34.863297, Lng: -79.671947), Route carried "on" structure: Bypass US 74, Year Built: 2000, Status: Open, Structure Length: 9.90m (32.48ft), Average Daily Traffic: 8,250 (year 2019), Truck Traffic: 14%, Average Future Daily Traffic: 16,500 (year 2040), Design Load: HS 20+Mod, Features Intersected: NC381,CSX R.R.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 97.506, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 9, Subroute: 18), Owner: State Highway Agency, Approaching Roadway Width: 14.3m (46.9ft), Skew: 12 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 21.9m (71.9ft), Curb-To-Curb Width: 14.3m (46.9ft), Out-to-Out Width: 15.3m (50.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1530209, Location: 1.5 MI. E. JCT. NC38 (Lat: 34.863297, Lng: -79.671947), Route carried "on" structure: Bypass US 74, Year Built: 2000, Status: Open, Structure Length: 9.90m (32.48ft), Average Daily Traffic: 8,250 (year 2019), Truck Traffic: 14%, Average Future Daily Traffic: 16,500 (year 2040), Design Load: HS 20+Mod, Features Intersected: NC381,CSX R.R.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 97.506, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 9, Subroute: 18), Owner: State Highway Agency, Approaching Roadway Width: 14.3m (46.9ft), Skew: 12 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 21.9m (71.9ft), Curb-To-Curb Width: 14.3m (46.9ft), Out-to-Out Width: 15.3m (50.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1530211, Location: 1.1 MI. E. JCT. NC381 (Lat: 34.868431, Lng: -79.652844), Route carried "on" structure: Bypass US 74, Year Built: 2000, Status: Open, Structure Length: 6.00m (19.69ft), Average Daily Traffic: 8,250 (year 2019), Truck Traffic: 14%, Average Future Daily Traffic: 16,500 (year 2040), Design Load: HS 20+Mod, Features Intersected: CSX R.R.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 97.841, 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: 14 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 23.7m (77.8ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.9m (42.3ft)
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: 71.6 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: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1530211, Location: 1.1 MI. E. JCT. NC381 (Lat: 34.868431, Lng: -79.652844), Route carried "on" structure: Bypass US 74, Year Built: 2000, Status: Open, Structure Length: 6.00m (19.69ft), Average Daily Traffic: 8,250 (year 2019), Truck Traffic: 14%, Average Future Daily Traffic: 16,500 (year 2040), Design Load: HS 20+Mod, Features Intersected: CSX R.R.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 97.841, 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: 14 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 23.7m (77.8ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.9m (42.3ft)
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: 71.6 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: November 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: 1530212, Location: 1.1 MI. E. JCT. NC381 (Lat: 34.868219, Lng: -79.652550), Route carried "on" structure: Bypass US 74, Year Built: 2000, Status: Open, Structure Length: 6.24m (20.47ft), Average Daily Traffic: 8,250 (year 2019), Truck Traffic: 14%, Average Future Daily Traffic: 16,500 (year 2040), Design Load: HS 20+Mod, Features Intersected: CSX R.R.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 97.841, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 9, Subroute: 18), Owner: State Highway Agency, Approaching Roadway Width: 12.1m (39.7ft), Skew: 14 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 23.1m (75.8ft), Curb-To-Curb Width: 11.8m (38.7ft), Out-to-Out Width: 14.9m (48.9ft)
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: 68.9 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1530212, Location: 1.1 MI. E. JCT. NC381 (Lat: 34.868219, Lng: -79.652550), Route carried "on" structure: Bypass US 74, Year Built: 2000, Status: Open, Structure Length: 6.24m (20.47ft), Average Daily Traffic: 8,250 (year 2019), Truck Traffic: 14%, Average Future Daily Traffic: 16,500 (year 2040), Design Load: HS 20+Mod, Features Intersected: CSX R.R.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 97.841, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 9, Subroute: 18), Owner: State Highway Agency, Approaching Roadway Width: 12.1m (39.7ft), Skew: 14 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 23.1m (75.8ft), Curb-To-Curb Width: 11.8m (38.7ft), Out-to-Out Width: 14.9m (48.9ft)
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: 68.9 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 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: 1530213, Location: 1.3 MI. E. JCT. NC381 (Lat: 34.868806, Lng: -79.649511), Route carried "on" structure: Bypass US 74, Year Built: 2000, Status: Open, Structure Length: 6.15m (20.18ft), Average Daily Traffic: 7,000 (year 2018), Truck Traffic: 14%, Average Future Daily Traffic: 14,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: US74E.BUS CONNECTOR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 97.902, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 9, Subroute: 18), Owner: State Highway Agency, Approaching Roadway Width: 12.1m (39.7ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.0m (78.7ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 77.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1530213, Location: 1.3 MI. E. JCT. NC381 (Lat: 34.868806, Lng: -79.649511), Route carried "on" structure: Bypass US 74, Year Built: 2000, Status: Open, Structure Length: 6.15m (20.18ft), Average Daily Traffic: 7,000 (year 2018), Truck Traffic: 14%, Average Future Daily Traffic: 14,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: US74E.BUS CONNECTOR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 97.902, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 9, Subroute: 18), Owner: State Highway Agency, Approaching Roadway Width: 12.1m (39.7ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.0m (78.7ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 77.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1530214, Location: 1.3 MI. E. JCT. NC381 (Lat: 34.868606, Lng: -79.649197), Route carried "on" structure: Bypass US 74, Year Built: 2000, Status: Open, Structure Length: 6.94m (22.77ft), Average Daily Traffic: 11,000 (year 2019), Truck Traffic: 14%, Average Future Daily Traffic: 22,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: US74E.BUS CONNECTOR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 97.902, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 9, Subroute: 18), Owner: State Highway Agency, Approaching Roadway Width: 12.1m (39.7ft), Skew: 5 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 26.8m (87.9ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 84.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1530214, Location: 1.3 MI. E. JCT. NC381 (Lat: 34.868606, Lng: -79.649197), Route carried "on" structure: Bypass US 74, Year Built: 2000, Status: Open, Structure Length: 6.94m (22.77ft), Average Daily Traffic: 11,000 (year 2019), Truck Traffic: 14%, Average Future Daily Traffic: 22,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: US74E.BUS CONNECTOR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 97.902, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 9, Subroute: 18), Owner: State Highway Agency, Approaching Roadway Width: 12.1m (39.7ft), Skew: 5 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 26.8m (87.9ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 84.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1530188, Location: 1.0 MI. N. JCT. SR1990 (Lat: 34.858308, Lng: -79.743033), Route carried "under" structure: Bypass US 74, Year Built: 1999, Structure Length: 0. m, Average Daily Traffic: 10,500 (year 2019), Truck Traffic: 14%, Features Intersected: NC177
Minimum Vertical Clearance: 5.53m (18.14ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.6m (107.0ft)
Structure Number: 1530188, Location: 1.0 MI. N. JCT. SR1990 (Lat: 34.858308, Lng: -79.743033), Route carried "under" structure: Bypass US 74, Year Built: 1999, Structure Length: 0. m, Average Daily Traffic: 10,500 (year 2019), Truck Traffic: 14%, Features Intersected: NC177
Minimum Vertical Clearance: 5.53m (18.14ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.6m (107.0ft)
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Structure Number: 1530188, Location: 1.0 MI. N. JCT. SR1990 (Lat: 34.858308, Lng: -79.743033), Route carried "under" structure: Bypass US 74, Year Built: 1999, Structure Length: 0. m, Average Daily Traffic: 10,500 (year 2019), Truck Traffic: 14%, Features Intersected: NC177
Minimum Vertical Clearance: 5.36m (17.59ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.6m (107.0ft)
Structure Number: 1530188, Location: 1.0 MI. N. JCT. SR1990 (Lat: 34.858308, Lng: -79.743033), Route carried "under" structure: Bypass US 74, Year Built: 1999, Structure Length: 0. m, Average Daily Traffic: 10,500 (year 2019), Truck Traffic: 14%, Features Intersected: NC177
Minimum Vertical Clearance: 5.36m (17.59ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.6m (107.0ft)
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Structure Number: 1530189, Location: 0.95 MI. N. JCT. 1833 (Lat: 34.861103, Lng: -79.676403), Route carried "under" structure: Bypass US 74, Year Built: 1999, Structure Length: 0. m, Average Daily Traffic: 6,500 (year 2018), Truck Traffic: 14%, Features Intersected: SR1615
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 97.476, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 28.9m (94.8ft)
Structure Number: 1530189, Location: 0.95 MI. N. JCT. 1833 (Lat: 34.861103, Lng: -79.676403), Route carried "under" structure: Bypass US 74, Year Built: 1999, Structure Length: 0. m, Average Daily Traffic: 6,500 (year 2018), Truck Traffic: 14%, Features Intersected: SR1615
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 97.476, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 28.9m (94.8ft)
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Structure Number: 1530189, Location: 0.95 MI. N. JCT. 1833 (Lat: 34.861103, Lng: -79.676403), Route carried "under" structure: Bypass US 74, Year Built: 1999, Structure Length: 0. m, Average Daily Traffic: 6,500 (year 2018), Truck Traffic: 14%, Features Intersected: SR1615
Minimum Vertical Clearance: 5.30m (17.39ft), Kilometerpoint: 97.476, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 28.9m (94.8ft)
Structure Number: 1530189, Location: 0.95 MI. N. JCT. 1833 (Lat: 34.861103, Lng: -79.676403), Route carried "under" structure: Bypass US 74, Year Built: 1999, Structure Length: 0. m, Average Daily Traffic: 6,500 (year 2018), Truck Traffic: 14%, Features Intersected: SR1615
Minimum Vertical Clearance: 5.30m (17.39ft), Kilometerpoint: 97.476, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 28.9m (94.8ft)
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Structure Number: 153019, Location: 1.5 MI. W. JCT. NC381 (Lat: 34.855853, Lng: -79.695333), Route carried "under" structure: State highway 38, Year Built: 1999, Structure Length: 0. m, Average Daily Traffic: 3,450 (year 2019), Truck Traffic: 14%, Features Intersected: US74 EBL
Minimum Vertical Clearance: 5.33m (17.49ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.5m (73.8ft)
Structure Number: 153019, Location: 1.5 MI. W. JCT. NC381 (Lat: 34.855853, Lng: -79.695333), Route carried "under" structure: State highway 38, Year Built: 1999, Structure Length: 0. m, Average Daily Traffic: 3,450 (year 2019), Truck Traffic: 14%, Features Intersected: US74 EBL
Minimum Vertical Clearance: 5.33m (17.49ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.5m (73.8ft)
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Structure Number: 153019, Location: 1.5 MI. W. JCT. NC381 (Lat: 34.855853, Lng: -79.695333), Route carried "under" structure: State highway 38, Year Built: 1999, Structure Length: 0. m, Average Daily Traffic: 3,450 (year 2019), Truck Traffic: 14%, Features Intersected: US74 EBL
Minimum Vertical Clearance: 5.38m (17.65ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.5m (73.8ft)
Structure Number: 153019, Location: 1.5 MI. W. JCT. NC381 (Lat: 34.855853, Lng: -79.695333), Route carried "under" structure: State highway 38, Year Built: 1999, Structure Length: 0. m, Average Daily Traffic: 3,450 (year 2019), Truck Traffic: 14%, Features Intersected: US74 EBL
Minimum Vertical Clearance: 5.38m (17.65ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.5m (73.8ft)
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Structure Number: 1530191, Location: 1.5 MI. W. JCT. NC381 (Lat: 34.856092, Lng: -79.695325), Route carried "under" structure: State highway 38, Year Built: 1999, Structure Length: 0. m, Average Daily Traffic: 3,450 (year 2019), Truck Traffic: 14%, Features Intersected: US74 WBL
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 1, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.1m (75.8ft)
Structure Number: 1530191, Location: 1.5 MI. W. JCT. NC381 (Lat: 34.856092, Lng: -79.695325), Route carried "under" structure: State highway 38, Year Built: 1999, Structure Length: 0. m, Average Daily Traffic: 3,450 (year 2019), Truck Traffic: 14%, Features Intersected: US74 WBL
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 1, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.1m (75.8ft)
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Structure Number: 1530191, Location: 1.5 MI. W. JCT. NC381 (Lat: 34.856092, Lng: -79.695325), Route carried "under" structure: State highway 38, Year Built: 1999, Structure Length: 0. m, Average Daily Traffic: 3,450 (year 2019), Truck Traffic: 14%, Features Intersected: US74 WBL
Minimum Vertical Clearance: 5.20m (17.06ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.1m (75.8ft)
Structure Number: 1530191, Location: 1.5 MI. W. JCT. NC381 (Lat: 34.856092, Lng: -79.695325), Route carried "under" structure: State highway 38, Year Built: 1999, Structure Length: 0. m, Average Daily Traffic: 3,450 (year 2019), Truck Traffic: 14%, Features Intersected: US74 WBL
Minimum Vertical Clearance: 5.20m (17.06ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.1m (75.8ft)
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Structure Number: 1530202, Location: 0.1 MI. W. JCT. SR1991 (Lat: 34.868914, Lng: -79.755961), Route carried "under" structure: Bypass US 74, Year Built: 2000, Structure Length: 0. m, Average Daily Traffic: 8,000 (year 2015), Truck Traffic: 14%, Features Intersected: SR1900
Minimum Vertical Clearance: 5.63m (18.47ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.0m (105.0ft)
Structure Number: 1530202, Location: 0.1 MI. W. JCT. SR1991 (Lat: 34.868914, Lng: -79.755961), Route carried "under" structure: Bypass US 74, Year Built: 2000, Structure Length: 0. m, Average Daily Traffic: 8,000 (year 2015), Truck Traffic: 14%, Features Intersected: SR1900
Minimum Vertical Clearance: 5.63m (18.47ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.0m (105.0ft)
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Structure Number: 1530202, Location: 0.1 MI. W. JCT. SR1991 (Lat: 34.868914, Lng: -79.755961), Route carried "under" structure: Bypass US 74, Year Built: 2000, Structure Length: 0. m, Average Daily Traffic: 8,000 (year 2015), Truck Traffic: 14%, Features Intersected: SR1900
Minimum Vertical Clearance: 5.33m (17.49ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.0m (105.0ft)
Structure Number: 1530202, Location: 0.1 MI. W. JCT. SR1991 (Lat: 34.868914, Lng: -79.755961), Route carried "under" structure: Bypass US 74, Year Built: 2000, Structure Length: 0. m, Average Daily Traffic: 8,000 (year 2015), Truck Traffic: 14%, Features Intersected: SR1900
Minimum Vertical Clearance: 5.33m (17.49ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.0m (105.0ft)
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Structure Number: 1530205, Location: 0.67 MI. E. JCT. NC177 (Lat: 34.852789, Lng: -79.733639), Route carried "under" structure: State highway 1825, Year Built: 2000, Structure Length: 0. m, Average Daily Traffic: 1,300 (year 2018), Truck Traffic: 8%, Features Intersected: US74 WBL
Minimum Vertical Clearance: 4.87m (15.98ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.0m (105.0ft)
Structure Number: 1530205, Location: 0.67 MI. E. JCT. NC177 (Lat: 34.852789, Lng: -79.733639), Route carried "under" structure: State highway 1825, Year Built: 2000, Structure Length: 0. m, Average Daily Traffic: 1,300 (year 2018), Truck Traffic: 8%, Features Intersected: US74 WBL
Minimum Vertical Clearance: 4.87m (15.98ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.0m (105.0ft)
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Structure Number: 1530206, Location: 0.67 MI. E. JCT. NC177 (Lat: 34.852533, Lng: -79.733597), Route carried "under" structure: State highway 1825, Year Built: 2000, Structure Length: 0. m, Average Daily Traffic: 1,300 (year 2018), Truck Traffic: 8%, Features Intersected: US74 EBL
Minimum Vertical Clearance: 5.46m (17.91ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.2m (108.9ft)
Structure Number: 1530206, Location: 0.67 MI. E. JCT. NC177 (Lat: 34.852533, Lng: -79.733597), Route carried "under" structure: State highway 1825, Year Built: 2000, Structure Length: 0. m, Average Daily Traffic: 1,300 (year 2018), Truck Traffic: 8%, Features Intersected: US74 EBL
Minimum Vertical Clearance: 5.46m (17.91ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.2m (108.9ft)
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Structure Number: 1530209, Location: 1.5 MI. E. JCT. NC38 (Lat: 34.863297, Lng: -79.671947), Route carried "under" structure: State highway 381, Year Built: 2000, Structure Length: 0. m, Average Daily Traffic: 1,000 (year 2019), Truck Traffic: 7%, Features Intersected: US74 WBL
Minimum Vertical Clearance: 8.02m (26.31ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 1, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.9m (71.9ft)
Structure Number: 1530209, Location: 1.5 MI. E. JCT. NC38 (Lat: 34.863297, Lng: -79.671947), Route carried "under" structure: State highway 381, Year Built: 2000, Structure Length: 0. m, Average Daily Traffic: 1,000 (year 2019), Truck Traffic: 7%, Features Intersected: US74 WBL
Minimum Vertical Clearance: 8.02m (26.31ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 1, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.9m (71.9ft)
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Structure Number: 1530209, Location: 1.5 MI. E. JCT. NC38 (Lat: 34.863297, Lng: -79.671947), Route carried "under" structure: State highway 381, Year Built: 2000, Structure Length: 0. m, Average Daily Traffic: 1,000 (year 2019), Truck Traffic: 7%, Features Intersected: US74 WBL
Minimum Vertical Clearance: 8.04m (26.38ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 1, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.9m (71.9ft)
Structure Number: 1530209, Location: 1.5 MI. E. JCT. NC38 (Lat: 34.863297, Lng: -79.671947), Route carried "under" structure: State highway 381, Year Built: 2000, Structure Length: 0. m, Average Daily Traffic: 1,000 (year 2019), Truck Traffic: 7%, Features Intersected: US74 WBL
Minimum Vertical Clearance: 8.04m (26.38ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 1, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.9m (71.9ft)
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Structure Number: 153021, Location: 1.5 MI. E. JCT. NC38 (Lat: 34.863572, Lng: -79.672006), Route carried "under" structure: State highway 381, Year Built: 2000, Structure Length: 0. m, Average Daily Traffic: 1,000 (year 2019), Truck Traffic: 7%, Features Intersected: US74 EBL
Minimum Vertical Clearance: 7.43m (24.38ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 1, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.9m (71.9ft)
Structure Number: 153021, Location: 1.5 MI. E. JCT. NC38 (Lat: 34.863572, Lng: -79.672006), Route carried "under" structure: State highway 381, Year Built: 2000, Structure Length: 0. m, Average Daily Traffic: 1,000 (year 2019), Truck Traffic: 7%, Features Intersected: US74 EBL
Minimum Vertical Clearance: 7.43m (24.38ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 1, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.9m (71.9ft)
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Structure Number: 153021, Location: 1.5 MI. E. JCT. NC38 (Lat: 34.863572, Lng: -79.672006), Route carried "under" structure: State highway 381, Year Built: 2000, Structure Length: 0. m, Average Daily Traffic: 1,000 (year 2019), Truck Traffic: 7%, Features Intersected: US74 EBL
Minimum Vertical Clearance: 7.47m (24.51ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 1, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.9m (71.9ft)
Structure Number: 153021, Location: 1.5 MI. E. JCT. NC38 (Lat: 34.863572, Lng: -79.672006), Route carried "under" structure: State highway 381, Year Built: 2000, Structure Length: 0. m, Average Daily Traffic: 1,000 (year 2019), Truck Traffic: 7%, Features Intersected: US74 EBL
Minimum Vertical Clearance: 7.47m (24.51ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 1, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.9m (71.9ft)
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Structure Number: 1530213, Location: 1.3 MI. E. JCT. NC381 (Lat: 34.868806, Lng: -79.649511), Route carried "under" structure: Business US 74, Year Built: 2000, Structure Length: 0. m, Average Daily Traffic: 1,500 (year 2018), Truck Traffic: 14%, Features Intersected: US74W
Minimum Vertical Clearance: 5.37m (17.62ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 24.0m (78.7ft)
Structure Number: 1530213, Location: 1.3 MI. E. JCT. NC381 (Lat: 34.868806, Lng: -79.649511), Route carried "under" structure: Business US 74, Year Built: 2000, Structure Length: 0. m, Average Daily Traffic: 1,500 (year 2018), Truck Traffic: 14%, Features Intersected: US74W
Minimum Vertical Clearance: 5.37m (17.62ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 24.0m (78.7ft)
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Structure Number: 1530214, Location: 1.3 MI. E. JCT. NC381 (Lat: 34.868606, Lng: -79.649197), Route carried "under" structure: Business US 74, Year Built: 2000, Structure Length: 0. m, Average Daily Traffic: 2,300 (year 2018), Truck Traffic: 14%, Features Intersected: US74E
Minimum Vertical Clearance: 6.07m (19.91ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.8m (87.9ft)
Structure Number: 1530214, Location: 1.3 MI. E. JCT. NC381 (Lat: 34.868606, Lng: -79.649197), Route carried "under" structure: Business US 74, Year Built: 2000, Structure Length: 0. m, Average Daily Traffic: 2,300 (year 2018), Truck Traffic: 14%, Features Intersected: US74E
Minimum Vertical Clearance: 6.07m (19.91ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.8m (87.9ft)