Bridge Statistics for Bermuda Run, North Carolina (NC)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 17Number of bridges
- 108ft / 33.4mTotal length
- 172,014Total average daily traffic
- 25,219Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Bermuda Run
- No street view available for this location
- New bridges - historical statistics
- 11940-1949
- 11950-1959
- 61960-1969
- 11970-1979
- 11980-1989
- 21990-1999
- 42000-2009
- 12010-2019
- Bridge Condition - Deck
- 40.0%Good
- 40.0%Satisfactory
- 20.0%Fair
- Bridge Condition - Superstructure
- 60.0%Good
- 20.0%Satisfactory
- 20.0%Fair
- Bridge Condition - Substructure
- 40.0%Good
- 40.0%Satisfactory
- 20.0%Fair
- Bridge Condition - Channel
- 77.8%Good
- 22.2%Fair
- Bridge Condition - Culverts
- 14.3%Very good
- 28.6%Good
- 28.6%Satisfactory
- 28.6%Fair
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Structure Number: 590025, Location: 0.6 MI. N. JCT. SR1623 (Lat: 35.970031, Lng: -80.432397), Route carried "on" structure: State highway 1621, Year Built: 1975, Status: Posted for load, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 780 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 1,560 (year 2040), Features Intersected: BAILEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.0m (19.7ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 41.7 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 590025, Location: 0.6 MI. N. JCT. SR1623 (Lat: 35.970031, Lng: -80.432397), Route carried "on" structure: State highway 1621, Year Built: 1975, Status: Posted for load, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 780 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 1,560 (year 2040), Features Intersected: BAILEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.0m (19.7ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 41.7 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 590027, Location: 0.2 MI. S. JCT. US1661 (Lat: 35.975764, Lng: -80.427133), Route carried "on" structure: State highway 801, Year Built: 1940, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 6,600 (year 2015), Truck Traffic: 6%, Average Future Daily Traffic: 13,200 (year 2040), Design Load: H 15, Features Intersected: CARTER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.0m (19.7ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.6m (11.8ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 31.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: October 2020
Structure Number: 590027, Location: 0.2 MI. S. JCT. US1661 (Lat: 35.975764, Lng: -80.427133), Route carried "on" structure: State highway 801, Year Built: 1940, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 6,600 (year 2015), Truck Traffic: 6%, Average Future Daily Traffic: 13,200 (year 2040), Design Load: H 15, Features Intersected: CARTER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.0m (19.7ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.6m (11.8ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 31.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: October 2020
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Structure Number: 590037, Location: 0.2 MI. N. JCT. US158 (Lat: 36.007094, Lng: -80.441514), Route carried "on" structure: State highway 801, Year Built: 2009, Status: Open, Structure Length: 7.13m (23.39ft), Average Daily Traffic: 13,000 (year 2013), Truck Traffic: 6%, Average Future Daily Traffic: 26,000 (year 2040), Design Load: HS 25 or greater, Features Intersected: I40
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 7, Lanes under structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 28.3m (92.8ft), Skew: 22 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 37.1m (121.7ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 28.0m (91.9ft), Out-to-Out Width: 32.2m (105.6ft)
Condition: Deck: Good, Superstructure: 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: 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: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 590037, Location: 0.2 MI. N. JCT. US158 (Lat: 36.007094, Lng: -80.441514), Route carried "on" structure: State highway 801, Year Built: 2009, Status: Open, Structure Length: 7.13m (23.39ft), Average Daily Traffic: 13,000 (year 2013), Truck Traffic: 6%, Average Future Daily Traffic: 26,000 (year 2040), Design Load: HS 25 or greater, Features Intersected: I40
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 7, Lanes under structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 28.3m (92.8ft), Skew: 22 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 37.1m (121.7ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 28.0m (91.9ft), Out-to-Out Width: 32.2m (105.6ft)
Condition: Deck: Good, Superstructure: 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: 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: October 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: 590045, Location: 1.1 MI. W. JCT. NC801 (Lat: 36.024675, Lng: -80.442000), Route carried "on" structure: State highway 1452, Year Built: 1982, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 1,200 (year 2012), Truck Traffic: 7%, Average Future Daily Traffic: 2,400 (year 2040), Design Load: HS 20+Mod, Features Intersected: SHEEK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Good, Culverts: Fair, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 89.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020
Structure Number: 590045, Location: 1.1 MI. W. JCT. NC801 (Lat: 36.024675, Lng: -80.442000), Route carried "on" structure: State highway 1452, Year Built: 1982, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 1,200 (year 2012), Truck Traffic: 7%, Average Future Daily Traffic: 2,400 (year 2040), Design Load: HS 20+Mod, Features Intersected: SHEEK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Good, Culverts: Fair, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 89.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020
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Structure Number: 59008, Location: 0.5 MI. N. JCT. US158 (Lat: 35.984869, Lng: -80.493439), Route carried "on" structure: State highway 1441, Year Built: 1968, Status: Open, Structure Length: 9.26m (30.38ft), Average Daily Traffic: 340 (year 2015), Truck Traffic: 6%, Average Future Daily Traffic: 780 (year 2040), Design Load: H 15, Features Intersected: I40
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 6.0m (19.7ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 26.8m (87.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.7m (31.8ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 45.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 59008, Location: 0.5 MI. N. JCT. US158 (Lat: 35.984869, Lng: -80.493439), Route carried "on" structure: State highway 1441, Year Built: 1968, Status: Open, Structure Length: 9.26m (30.38ft), Average Daily Traffic: 340 (year 2015), Truck Traffic: 6%, Average Future Daily Traffic: 780 (year 2040), Design Load: H 15, Features Intersected: I40
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 6.0m (19.7ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 26.8m (87.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.7m (31.8ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 45.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 590081, Location: 0.1 MI. S. JCT. SR1462 (Lat: 35.996900, Lng: -80.476347), Route carried "on" structure: State highway 1442, Year Built: 1968, Status: Open, Structure Length: 7.80m (25.59ft), Average Daily Traffic: 1,800 (year 2013), Truck Traffic: 7%, Average Future Daily Traffic: 3,600 (year 2040), Design Load: HS 15, Features Intersected: I40
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: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 22.8m (74.8ft), Curb-To-Curb Width: 10.3m (33.8ft), Out-to-Out Width: 10.9m (35.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 60.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 590081, Location: 0.1 MI. S. JCT. SR1462 (Lat: 35.996900, Lng: -80.476347), Route carried "on" structure: State highway 1442, Year Built: 1968, Status: Open, Structure Length: 7.80m (25.59ft), Average Daily Traffic: 1,800 (year 2013), Truck Traffic: 7%, Average Future Daily Traffic: 3,600 (year 2040), Design Load: HS 15, Features Intersected: I40
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: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 22.8m (74.8ft), Curb-To-Curb Width: 10.3m (33.8ft), Out-to-Out Width: 10.9m (35.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 60.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 590082, Location: 0.5 MI. W. JCT. NC801 (Lat: 36.004747, Lng: -80.449572), Route carried "on" structure: Interstate 40, Year Built: 1968, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 37,000 (year 2013), Truck Traffic: 16%, Average Future Daily Traffic: 74,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: SMITH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 54.742, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 1, Subroute: 40), Owner: State Highway Agency, Approaching Roadway Width: 18.2m (59.7ft), Skew: 24 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 87.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020
Structure Number: 590082, Location: 0.5 MI. W. JCT. NC801 (Lat: 36.004747, Lng: -80.449572), Route carried "on" structure: Interstate 40, Year Built: 1968, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 37,000 (year 2013), Truck Traffic: 16%, Average Future Daily Traffic: 74,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: SMITH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 54.742, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 1, Subroute: 40), Owner: State Highway Agency, Approaching Roadway Width: 18.2m (59.7ft), Skew: 24 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 87.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020
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Structure Number: 590112, Location: 0.3 MI. S. JCT. SR1656 (Lat: 35.977833, Lng: -80.423383), Route carried "on" structure: State highway 1624, Year Built: 2006, Status: Open, Structure Length: 1.88m (6.17ft), Average Daily Traffic: 200 (year 2013), Truck Traffic: 7%, Average Future Daily Traffic: 400 (year 2040), Design Load: HS 20+Mod, Features Intersected: CARTER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.9m (58.7ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 64.4 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: 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: November 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 590112, Location: 0.3 MI. S. JCT. SR1656 (Lat: 35.977833, Lng: -80.423383), Route carried "on" structure: State highway 1624, Year Built: 2006, Status: Open, Structure Length: 1.88m (6.17ft), Average Daily Traffic: 200 (year 2013), Truck Traffic: 7%, Average Future Daily Traffic: 400 (year 2040), Design Load: HS 20+Mod, Features Intersected: CARTER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.9m (58.7ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 64.4 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: 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: November 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 590121, Location: 0.6 MI. W. JCT. NC801 (Lat: 35.999278, Lng: -80.446306), Route carried "on" structure: US 158, Year Built: 1951, Year Reconstructed: 1953, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 11,000 (year 2013), Truck Traffic: 6%, Average Future Daily Traffic: 22,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: SMITH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 2, Subroute: 58), Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Fair, 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: 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: November 2020
Structure Number: 590121, Location: 0.6 MI. W. JCT. NC801 (Lat: 35.999278, Lng: -80.446306), Route carried "on" structure: US 158, Year Built: 1951, Year Reconstructed: 1953, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 11,000 (year 2013), Truck Traffic: 6%, Average Future Daily Traffic: 22,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: SMITH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 2, Subroute: 58), Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Fair, 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: 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: November 2020
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Structure Number: 590125, Location: 0.8 MI. W. JCT. NC801 (Lat: 35.985011, Lng: -80.440047), Route carried "on" structure: State highway 1731, Year Built: 1997, Status: Open, Structure Length: 1.18m (3.87ft), Average Daily Traffic: 200 (year 1999), Truck Traffic: 6%, Average Future Daily Traffic: 400 (year 2040), Design Load: HS 20+Mod, Features Intersected: SMITH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.3m (10.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 89.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: 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: October 2020
Structure Number: 590125, Location: 0.8 MI. W. JCT. NC801 (Lat: 35.985011, Lng: -80.440047), Route carried "on" structure: State highway 1731, Year Built: 1997, Status: Open, Structure Length: 1.18m (3.87ft), Average Daily Traffic: 200 (year 1999), Truck Traffic: 6%, Average Future Daily Traffic: 400 (year 2040), Design Load: HS 20+Mod, Features Intersected: SMITH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.3m (10.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 89.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: 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: October 2020
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Structure Number: 590126, Location: 0.1 MI. S. JCT. SR1731 (Lat: 35.978375, Lng: -80.431828), Route carried "on" structure: State highway 1738, Year Built: 1997, Status: Open, Structure Length: 1.06m (3.48ft), Average Daily Traffic: 144 (year 1997), Truck Traffic: 6%, Average Future Daily Traffic: 288 (year 2040), Design Load: HS 20+Mod, Features Intersected: SMITH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.3m (33.8ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.3m (10.8ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 89.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020
Structure Number: 590126, Location: 0.1 MI. S. JCT. SR1731 (Lat: 35.978375, Lng: -80.431828), Route carried "on" structure: State highway 1738, Year Built: 1997, Status: Open, Structure Length: 1.06m (3.48ft), Average Daily Traffic: 144 (year 1997), Truck Traffic: 6%, Average Future Daily Traffic: 288 (year 2040), Design Load: HS 20+Mod, Features Intersected: SMITH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.3m (33.8ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.3m (10.8ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 89.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020
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Structure Number: 810431, Location: .45 MI. N. JCT. NC61 (Lat: 36.004747, Lng: -80.449572), Route carried "on" structure: State highway 2719, Year Built: 2018, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 750 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 1,500 (year 2040), Design Load: HL 93, Features Intersected: PRONG REEDY FORK CK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.3m (10.8ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021
Structure Number: 810431, Location: .45 MI. N. JCT. NC61 (Lat: 36.004747, Lng: -80.449572), Route carried "on" structure: State highway 2719, Year Built: 2018, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 750 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 1,500 (year 2040), Design Load: HL 93, Features Intersected: PRONG REEDY FORK CK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.3m (10.8ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021
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Structure Number: 590037, Location: 0.2 MI. N. JCT. US158 (Lat: 36.007094, Lng: -80.441514), Route carried "under" structure: Interstate 40, Year Built: 2009, Structure Length: 0. m, Average Daily Traffic: 22,000 (year 2013), Truck Traffic: 16%, Features Intersected: NC801
Minimum Vertical Clearance: 5.41m (17.75ft), Kilometerpoint: 54.864, Lanes on structure: 7, Lanes under structure: 3, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 37.1m (121.7ft)
Structure Number: 590037, Location: 0.2 MI. N. JCT. US158 (Lat: 36.007094, Lng: -80.441514), Route carried "under" structure: Interstate 40, Year Built: 2009, Structure Length: 0. m, Average Daily Traffic: 22,000 (year 2013), Truck Traffic: 16%, Features Intersected: NC801
Minimum Vertical Clearance: 5.41m (17.75ft), Kilometerpoint: 54.864, Lanes on structure: 7, Lanes under structure: 3, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 37.1m (121.7ft)
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Structure Number: 590037, Location: 0.2 MI. N. JCT. US158 (Lat: 36.007094, Lng: -80.441514), Route carried "under" structure: Interstate 40, Year Built: 2009, Structure Length: 0. m, Average Daily Traffic: 22,000 (year 2013), Truck Traffic: 16%, Features Intersected: NC801
Minimum Vertical Clearance: 5.34m (17.52ft), Kilometerpoint: 54.864, Lanes on structure: 7, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 37.1m (121.7ft)
Structure Number: 590037, Location: 0.2 MI. N. JCT. US158 (Lat: 36.007094, Lng: -80.441514), Route carried "under" structure: Interstate 40, Year Built: 2009, Structure Length: 0. m, Average Daily Traffic: 22,000 (year 2013), Truck Traffic: 16%, Features Intersected: NC801
Minimum Vertical Clearance: 5.34m (17.52ft), Kilometerpoint: 54.864, Lanes on structure: 7, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 37.1m (121.7ft)
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Structure Number: 59008, Location: 0.5 MI. N. JCT. US158 (Lat: 35.984869, Lng: -80.493439), Route carried "under" structure: Interstate 40, Year Built: 1968, Structure Length: 0. m, Average Daily Traffic: 18,000 (year 2017), Truck Traffic: 23%, Features Intersected: SR1441
Minimum Vertical Clearance: 5.09m (16.70ft), Kilometerpoint: 53.889, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.8m (87.9ft)
Structure Number: 59008, Location: 0.5 MI. N. JCT. US158 (Lat: 35.984869, Lng: -80.493439), Route carried "under" structure: Interstate 40, Year Built: 1968, Structure Length: 0. m, Average Daily Traffic: 18,000 (year 2017), Truck Traffic: 23%, Features Intersected: SR1441
Minimum Vertical Clearance: 5.09m (16.70ft), Kilometerpoint: 53.889, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.8m (87.9ft)
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Structure Number: 590081, Location: 0.1 MI. S. JCT. SR1462 (Lat: 35.996900, Lng: -80.476347), Route carried "under" structure: Interstate 40, Year Built: 1968, Structure Length: 0. m, Average Daily Traffic: 18,500 (year 2013), Truck Traffic: 16%, Features Intersected: SR1442
Minimum Vertical Clearance: 5.21m (17.09ft), Kilometerpoint: 54.255, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.8m (74.8ft)
Structure Number: 590081, Location: 0.1 MI. S. JCT. SR1462 (Lat: 35.996900, Lng: -80.476347), Route carried "under" structure: Interstate 40, Year Built: 1968, Structure Length: 0. m, Average Daily Traffic: 18,500 (year 2013), Truck Traffic: 16%, Features Intersected: SR1442
Minimum Vertical Clearance: 5.21m (17.09ft), Kilometerpoint: 54.255, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.8m (74.8ft)
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Structure Number: 590081, Location: 0.1 MI. S. JCT. SR1462 (Lat: 35.996900, Lng: -80.476347), Route carried "under" structure: Interstate 40, Year Built: 1968, Structure Length: 0. m, Average Daily Traffic: 18,500 (year 2013), Truck Traffic: 16%, Features Intersected: SR1442
Minimum Vertical Clearance: 5.08m (16.67ft), Kilometerpoint: 54.255, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.8m (74.8ft)
Structure Number: 590081, Location: 0.1 MI. S. JCT. SR1462 (Lat: 35.996900, Lng: -80.476347), Route carried "under" structure: Interstate 40, Year Built: 1968, Structure Length: 0. m, Average Daily Traffic: 18,500 (year 2013), Truck Traffic: 16%, Features Intersected: SR1442
Minimum Vertical Clearance: 5.08m (16.67ft), Kilometerpoint: 54.255, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.8m (74.8ft)