Bridge Statistics for Smithfield, North Carolina (NC)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 25Number of bridges
- 610ft / 186mTotal length
- 264,386Total average daily traffic
- 30,122Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Smithfield
- No street view available for this location
- New bridges - historical statistics
- 11920-1929
- 81950-1959
- 21980-1989
- 91990-1999
- 12000-2009
- 42010-2019
- Reconstructed bridges - Historical Statistics
- 11940-1949
- 01950-1959
- 01960-1969
- 01970-1979
- 01980-1989
- 01990-1999
- 12000-2009
- Bridge Condition - Deck
- 7.7%Very good
- 61.5%Good
- 23.1%Satisfactory
- 7.7%Fair
- Bridge Condition - Superstructure
- 15.4%Very good
- 46.2%Good
- 38.5%Satisfactory
- Bridge Condition - Substructure
- 15.4%Very good
- 46.2%Good
- 15.4%Satisfactory
- 23.1%Fair
- Bridge Condition - Channel
- 73.3%Good
- 6.7%Satisfactory
- 20.0%Fair
- Bridge Condition - Culverts
- 16.7%Good
- 50.0%Satisfactory
- 16.7%Fair
- 16.7%Poor
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Structure Number: 10101, Location: 1.2 MI. E. JCT. SR2180 (Lat: 35.895231, Lng: -79.258156), Route carried "on" structure: State highway 1005, Year Built: 1996, Status: Open, Structure Length: 15.36m (50.39ft), Average Daily Traffic: 3,400 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 6,800 (year 2040), Design Load: HS 20+Mod, Features Intersected: HAW RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 26.5m (86.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 68.0 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: 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, Underwater Inspection Frequency: Every 60 months, Inspection Date: July 2021, Underwater Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 10101, Location: 1.2 MI. E. JCT. SR2180 (Lat: 35.895231, Lng: -79.258156), Route carried "on" structure: State highway 1005, Year Built: 1996, Status: Open, Structure Length: 15.36m (50.39ft), Average Daily Traffic: 3,400 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 6,800 (year 2040), Design Load: HS 20+Mod, Features Intersected: HAW RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 26.5m (86.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 68.0 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: 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, Underwater Inspection Frequency: Every 60 months, Inspection Date: July 2021, Underwater Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 210005, Location: .4 MI.N.JCT.SR1623 (Lat: 35.654781, Lng: -82.644261), Route carried "on" structure: State highway 1622, Year Built: 1994, Status: Open, Structure Length: 1.06m (3.48ft), Average Daily Traffic: 410 (year 2012), Truck Traffic: 6%, Average Future Daily Traffic: 820 (year 2040), Design Load: HS 20+Mod, Features Intersected: DIX CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 34.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 26.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020
Structure Number: 210005, Location: .4 MI.N.JCT.SR1623 (Lat: 35.654781, Lng: -82.644261), Route carried "on" structure: State highway 1622, Year Built: 1994, Status: Open, Structure Length: 1.06m (3.48ft), Average Daily Traffic: 410 (year 2012), Truck Traffic: 6%, Average Future Daily Traffic: 820 (year 2040), Design Load: HS 20+Mod, Features Intersected: DIX CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 34.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 26.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020
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Structure Number: 1010056, Location: 0.7 MI. N. JCT. US701 (Lat: 35.469181, Lng: -78.384531), Route carried "on" structure: US 301, Year Built: 1926, Year Reconstructed: 1954, Status: Open, Structure Length: 6.40m (21.00ft), Average Daily Traffic: 11,000 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 22,000 (year 2040), Design Load: H 15, Features Intersected: BLACK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 16.1m (52.8ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 31.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: Febuary 2022, Underwater Inspection Date: July 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1010056, Location: 0.7 MI. N. JCT. US701 (Lat: 35.469181, Lng: -78.384531), Route carried "on" structure: US 301, Year Built: 1926, Year Reconstructed: 1954, Status: Open, Structure Length: 6.40m (21.00ft), Average Daily Traffic: 11,000 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 22,000 (year 2040), Design Load: H 15, Features Intersected: BLACK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 16.1m (52.8ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 31.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: Febuary 2022, Underwater Inspection Date: July 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1010059, Location: 0.1 MI. E. JCT. SR1010 (Lat: 35.519253, Lng: -78.383819), Route carried "on" structure: State highway 210, Year Built: 2015, Status: Open, Structure Length: 3.04m (9.97ft), Average Daily Traffic: 5,100 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 10,200 (year 2040), Design Load: HL 93, Features Intersected: SWIFT CREEK TRIBUTARY
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: 9.4m (30.8ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 29.5m (96.8ft), Curb-To-Curb Width: 10.0m (32.8ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 87.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 53.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), 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 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1010059, Location: 0.1 MI. E. JCT. SR1010 (Lat: 35.519253, Lng: -78.383819), Route carried "on" structure: State highway 210, Year Built: 2015, Status: Open, Structure Length: 3.04m (9.97ft), Average Daily Traffic: 5,100 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 10,200 (year 2040), Design Load: HL 93, Features Intersected: SWIFT CREEK TRIBUTARY
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: 9.4m (30.8ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 29.5m (96.8ft), Curb-To-Curb Width: 10.0m (32.8ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 87.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 53.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), 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 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: 101006, Location: 0.5 MI.N.JCT.SR1154 (Lat: 35.389697, Lng: -78.421675), Route carried "on" structure: State highway 96, Year Built: 2005, Status: Open, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 1,400 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 2,800 (year 2040), Design Load: HS 25 or greater, Features Intersected: HANNAH 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: 4, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 10.0m (32.8ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 80.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 101006, Location: 0.5 MI.N.JCT.SR1154 (Lat: 35.389697, Lng: -78.421675), Route carried "on" structure: State highway 96, Year Built: 2005, Status: Open, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 1,400 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 2,800 (year 2040), Design Load: HS 25 or greater, Features Intersected: HANNAH 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: 4, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 10.0m (32.8ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 80.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1010066, Location: 0.4 MI.E. JCT. SR2560 (Lat: 35.504067, Lng: -78.320906), Route carried "on" structure: Business US 70, Year Built: 1955, Status: Open, Structure Length: 6.88m (22.57ft), Average Daily Traffic: 6,800 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 13,600 (year 2040), Design Load: HS 20+Mod, Features Intersected: I95
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 2, Subroute: 70), Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 18.8m (61.7ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 67.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1010066, Location: 0.4 MI.E. JCT. SR2560 (Lat: 35.504067, Lng: -78.320906), Route carried "on" structure: Business US 70, Year Built: 1955, Status: Open, Structure Length: 6.88m (22.57ft), Average Daily Traffic: 6,800 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 13,600 (year 2040), Design Load: HS 20+Mod, Features Intersected: I95
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 2, Subroute: 70), Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 18.8m (61.7ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 67.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1010067, Location: 0.13 MI. N. JCT. SR1009 (Lat: 35.457575, Lng: -78.389169), Route carried "on" structure: US 701, Year Built: 1957, Year Reconstructed: 2009, Status: Open, Structure Length: 7.62m (25.00ft), Average Daily Traffic: 6,100 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 12,200 (year 2040), Design Load: HS 20, Features Intersected: I95
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: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 21.3m (69.9ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 57.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, 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: Bituminous
Structure Number: 1010067, Location: 0.13 MI. N. JCT. SR1009 (Lat: 35.457575, Lng: -78.389169), Route carried "on" structure: US 701, Year Built: 1957, Year Reconstructed: 2009, Status: Open, Structure Length: 7.62m (25.00ft), Average Daily Traffic: 6,100 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 12,200 (year 2040), Design Load: HS 20, Features Intersected: I95
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: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 21.3m (69.9ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 57.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, 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: Bituminous
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Structure Number: 1010072, Location: 0.3 MI. E. JCT. SR1010 (Lat: 35.518689, Lng: -78.381428), Route carried "on" structure: State highway 210, Year Built: 2015, Status: Open, Structure Length: 7.01m (23.00ft), Average Daily Traffic: 5,100 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 10,200 (year 2040), Design Load: HL 93, Features Intersected: SWIFT 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), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 2, Length of Maximum Span: 39.0m (128.0ft), Curb-To-Curb Width: 10.0m (32.8ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable 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 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1010072, Location: 0.3 MI. E. JCT. SR1010 (Lat: 35.518689, Lng: -78.381428), Route carried "on" structure: State highway 210, Year Built: 2015, Status: Open, Structure Length: 7.01m (23.00ft), Average Daily Traffic: 5,100 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 10,200 (year 2040), Design Load: HL 93, Features Intersected: SWIFT 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), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 2, Length of Maximum Span: 39.0m (128.0ft), Curb-To-Curb Width: 10.0m (32.8ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable 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 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: 10101, Location: 1.8MI.N.JCT.I95,US301&701 (Lat: 35.477483, Lng: -78.367886), Route carried "on" structure: Interstate 95, Year Built: 1957, Status: Open, Structure Length: 12.22m (40.09ft), Average Daily Traffic: 23,750 (year 2019), Truck Traffic: 16%, Average Future Daily Traffic: 47,500 (year 2040), Design Load: HS 20+Mod, Features Intersected: NEUSE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.889, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 1, Subroute: 95), Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 13 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 79.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: June 2021, Underwater Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 10101, Location: 1.8MI.N.JCT.I95,US301&701 (Lat: 35.477483, Lng: -78.367886), Route carried "on" structure: Interstate 95, Year Built: 1957, Status: Open, Structure Length: 12.22m (40.09ft), Average Daily Traffic: 23,750 (year 2019), Truck Traffic: 16%, Average Future Daily Traffic: 47,500 (year 2040), Design Load: HS 20+Mod, Features Intersected: NEUSE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.889, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 1, Subroute: 95), Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 13 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 79.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: June 2021, Underwater Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 10102, Location: 1.0 MI.S.JCT.US70 (Lat: 35.544392, Lng: -78.396817), Route carried "on" structure: State highway 1501, Year Built: 1985, Status: Open, Structure Length: 4.17m (13.68ft), Average Daily Traffic: 3,500 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 7,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: SWIFT 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), Skew: 1 degrees, 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: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
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: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 10102, Location: 1.0 MI.S.JCT.US70 (Lat: 35.544392, Lng: -78.396817), Route carried "on" structure: State highway 1501, Year Built: 1985, Status: Open, Structure Length: 4.17m (13.68ft), Average Daily Traffic: 3,500 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 7,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: SWIFT 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), Skew: 1 degrees, 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: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
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: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1010451, Location: 0.8 MI W JCT US701 (Lat: 35.346103, Lng: -78.375128), Route carried "on" structure: State highway 1144, Year Built: 1950, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 260 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 520 (year 2040), Design Load: HS 20, Features Intersected: WHITE OAK 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: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
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: September 2021
Structure Number: 1010451, Location: 0.8 MI W JCT US701 (Lat: 35.346103, Lng: -78.375128), Route carried "on" structure: State highway 1144, Year Built: 1950, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 260 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 520 (year 2040), Design Load: HS 20, Features Intersected: WHITE OAK 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: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
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: September 2021
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Structure Number: 1010459, Location: 0.1 MI N SR1598 (Lat: 35.558500, Lng: -78.380428), Route carried "on" structure: State highway 1501, Year Built: 1997, Status: Open, Structure Length: 1.18m (3.87ft), Average Daily Traffic: 3,900 (year 2016), Truck Traffic: 7%, Average Future Daily Traffic: 7,800 (year 2040), Design Load: HS 20+Mod, Features Intersected: LITTLE POPLAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), 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: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 89.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021
Structure Number: 1010459, Location: 0.1 MI N SR1598 (Lat: 35.558500, Lng: -78.380428), Route carried "on" structure: State highway 1501, Year Built: 1997, Status: Open, Structure Length: 1.18m (3.87ft), Average Daily Traffic: 3,900 (year 2016), Truck Traffic: 7%, Average Future Daily Traffic: 7,800 (year 2040), Design Load: HS 20+Mod, Features Intersected: LITTLE POPLAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), 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: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 89.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021
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Structure Number: 1010501, Location: 0.6 MI.E. JCT.SR1010 (Lat: 35.606969, Lng: -78.564253), Route carried "on" structure: State highway 42, Year Built: 1987, Status: Open, Structure Length: 6.40m (21.00ft), Average Daily Traffic: 30,000 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 60,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: I40
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 17.6m (57.7ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 19.2m (63.0ft), Curb-To-Curb Width: 15.7m (51.5ft), Out-to-Out Width: 16.7m (54.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 62.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 1010501, Location: 0.6 MI.E. JCT.SR1010 (Lat: 35.606969, Lng: -78.564253), Route carried "on" structure: State highway 42, Year Built: 1987, Status: Open, Structure Length: 6.40m (21.00ft), Average Daily Traffic: 30,000 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 60,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: I40
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 17.6m (57.7ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 19.2m (63.0ft), Curb-To-Curb Width: 15.7m (51.5ft), Out-to-Out Width: 16.7m (54.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 62.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 1010506, Location: 0.7 MI.E.JCT.SR1915 (Lat: 35.555869, Lng: -78.323081), Route carried "on" structure: US 70, Year Built: 1990, Status: Open, Structure Length: 4.48m (14.70ft), Average Daily Traffic: 16,500 (year 2018), Truck Traffic: 12%, Average Future Daily Traffic: 33,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: NEUSE RIVER OVERFLOW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 2, Subroute: 70), Owner: State Highway Agency, Approaching Roadway Width: 10.6m (34.8ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.3m (46.9ft), Curb-To-Curb Width: 11.5m (37.7ft), Out-to-Out Width: 12.4m (40.7ft)
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: 37.1 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 1010506, Location: 0.7 MI.E.JCT.SR1915 (Lat: 35.555869, Lng: -78.323081), Route carried "on" structure: US 70, Year Built: 1990, Status: Open, Structure Length: 4.48m (14.70ft), Average Daily Traffic: 16,500 (year 2018), Truck Traffic: 12%, Average Future Daily Traffic: 33,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: NEUSE RIVER OVERFLOW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 2, Subroute: 70), Owner: State Highway Agency, Approaching Roadway Width: 10.6m (34.8ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.3m (46.9ft), Curb-To-Curb Width: 11.5m (37.7ft), Out-to-Out Width: 12.4m (40.7ft)
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: 37.1 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 1010507, Location: 0.5 MI.W.JCT.US301 (Lat: 35.528958, Lng: -78.307100), Route carried "on" structure: Ramp US 70, Year Built: 1991, Status: Open, Structure Length: 10.85m (35.60ft), Average Daily Traffic: 5,666 (year 2017), Truck Traffic: 14%, Average Future Daily Traffic: 11,333 (year 2040), Design Load: HS 20+Mod, Features Intersected: US70
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: 10.9m (35.8ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 35.6m (116.8ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 68.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 1010507, Location: 0.5 MI.W.JCT.US301 (Lat: 35.528958, Lng: -78.307100), Route carried "on" structure: Ramp US 70, Year Built: 1991, Status: Open, Structure Length: 10.85m (35.60ft), Average Daily Traffic: 5,666 (year 2017), Truck Traffic: 14%, Average Future Daily Traffic: 11,333 (year 2040), Design Load: HS 20+Mod, Features Intersected: US70
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: 10.9m (35.8ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 35.6m (116.8ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 68.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1010514, Location: 0.02 MI. S. JCT. US70 (Lat: 35.577339, Lng: -78.363442), Route carried "on" structure: State highway 1501, Year Built: 1992, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 4,400 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 8,800 (year 2040), Design Load: HS 20+Mod, Features Intersected: POPLAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present 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 2021
Structure Number: 1010514, Location: 0.02 MI. S. JCT. US70 (Lat: 35.577339, Lng: -78.363442), Route carried "on" structure: State highway 1501, Year Built: 1992, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 4,400 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 8,800 (year 2040), Design Load: HS 20+Mod, Features Intersected: POPLAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present 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 2021
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Structure Number: 1010542, Location: 1.0 MI. E. JCT. SR2507 (Lat: 35.471200, Lng: -78.331617), Route carried "on" structure: State highway 1007, Year Built: 1999, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 2,700 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 5,400 (year 2040), Design Load: HS 20+Mod, Features Intersected: POLECAT BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.7m (18.7ft), 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: Poor, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 85.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: 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
Structure Number: 1010542, Location: 1.0 MI. E. JCT. SR2507 (Lat: 35.471200, Lng: -78.331617), Route carried "on" structure: State highway 1007, Year Built: 1999, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 2,700 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 5,400 (year 2040), Design Load: HS 20+Mod, Features Intersected: POLECAT BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.7m (18.7ft), 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: Poor, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 85.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: 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
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Structure Number: 1010608, Location: 0.3 MI. E. JCT. SR1913 (Lat: 35.532781, Lng: -78.342528), Route carried "on" structure: State highway 1923, Year Built: 2011, Status: Open, Structure Length: 91.13m (298.98ft), Average Daily Traffic: 8,900 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 17,800 (year 2040), Design Load: HS 25 or greater, Features Intersected: NEUSE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.7m (31.8ft), Skew: 9 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 24, Length of Maximum Span: 39.9m (130.9ft), Curb-To-Curb Width: 9.5m (31.2ft), Out-to-Out Width: 10.5m (34.4ft)
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: 47.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1010608, Location: 0.3 MI. E. JCT. SR1913 (Lat: 35.532781, Lng: -78.342528), Route carried "on" structure: State highway 1923, Year Built: 2011, Status: Open, Structure Length: 91.13m (298.98ft), Average Daily Traffic: 8,900 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 17,800 (year 2040), Design Load: HS 25 or greater, Features Intersected: NEUSE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.7m (31.8ft), Skew: 9 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 24, Length of Maximum Span: 39.9m (130.9ft), Curb-To-Curb Width: 9.5m (31.2ft), Out-to-Out Width: 10.5m (34.4ft)
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: 47.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 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: 1010657, Location: 0.1 MI. W. JCT US301 (Lat: 35.690333, Lng: -78.307500), Route carried "on" structure: Bypass Interstate 1923, Year Built: 2019, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 11,000 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 18,500 (year 2040), Design Load: HL 93, Features Intersected: SR1923 EXT.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 24 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 45.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 34.4 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: December 2021
Structure Number: 1010657, Location: 0.1 MI. W. JCT US301 (Lat: 35.690333, Lng: -78.307500), Route carried "on" structure: Bypass Interstate 1923, Year Built: 2019, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 11,000 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 18,500 (year 2040), Design Load: HL 93, Features Intersected: SR1923 EXT.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 24 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 45.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 34.4 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: December 2021
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Structure Number: 1010066, Location: 0.4 MI.E. JCT. SR2560 (Lat: 35.504067, Lng: -78.320906), Route carried "under" structure: Interstate 95, Year Built: 1955, Structure Length: 0. m, Average Daily Traffic: 21,250 (year 2019), Truck Traffic: 16%, Features Intersected: US70BUS
Minimum Vertical Clearance: 5.08m (16.67ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.8m (61.7ft)
Structure Number: 1010066, Location: 0.4 MI.E. JCT. SR2560 (Lat: 35.504067, Lng: -78.320906), Route carried "under" structure: Interstate 95, Year Built: 1955, Structure Length: 0. m, Average Daily Traffic: 21,250 (year 2019), Truck Traffic: 16%, Features Intersected: US70BUS
Minimum Vertical Clearance: 5.08m (16.67ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.8m (61.7ft)
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Structure Number: 1010066, Location: 0.4 MI.E. JCT. SR2560 (Lat: 35.504067, Lng: -78.320906), Route carried "under" structure: Interstate 95, Year Built: 1955, Structure Length: 0. m, Average Daily Traffic: 21,250 (year 2019), Truck Traffic: 16%, Features Intersected: US70BUS
Minimum Vertical Clearance: 5.00m (16.40ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.8m (61.7ft)
Structure Number: 1010066, Location: 0.4 MI.E. JCT. SR2560 (Lat: 35.504067, Lng: -78.320906), Route carried "under" structure: Interstate 95, Year Built: 1955, Structure Length: 0. m, Average Daily Traffic: 21,250 (year 2019), Truck Traffic: 16%, Features Intersected: US70BUS
Minimum Vertical Clearance: 5.00m (16.40ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.8m (61.7ft)
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Structure Number: 1010067, Location: 0.13 MI. N. JCT. SR1009 (Lat: 35.457575, Lng: -78.389169), Route carried "under" structure: Interstate 95, Year Built: 1957, Structure Length: 0. m, Average Daily Traffic: 18,500 (year 2015), Truck Traffic: 16%, Features Intersected: US701
Minimum Vertical Clearance: 5.10m (16.73ft), Kilometerpoint: 27.310, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.3m (69.9ft)
Structure Number: 1010067, Location: 0.13 MI. N. JCT. SR1009 (Lat: 35.457575, Lng: -78.389169), Route carried "under" structure: Interstate 95, Year Built: 1957, Structure Length: 0. m, Average Daily Traffic: 18,500 (year 2015), Truck Traffic: 16%, Features Intersected: US701
Minimum Vertical Clearance: 5.10m (16.73ft), Kilometerpoint: 27.310, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.3m (69.9ft)
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Structure Number: 1010067, Location: 0.13 MI. N. JCT. SR1009 (Lat: 35.457575, Lng: -78.389169), Route carried "under" structure: Interstate 95, Year Built: 1957, Structure Length: 0. m, Average Daily Traffic: 18,500 (year 2015), Truck Traffic: 16%, Features Intersected: US701
Minimum Vertical Clearance: 5.43m (17.81ft), Kilometerpoint: 27.310, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.3m (69.9ft)
Structure Number: 1010067, Location: 0.13 MI. N. JCT. SR1009 (Lat: 35.457575, Lng: -78.389169), Route carried "under" structure: Interstate 95, Year Built: 1957, Structure Length: 0. m, Average Daily Traffic: 18,500 (year 2015), Truck Traffic: 16%, Features Intersected: US701
Minimum Vertical Clearance: 5.43m (17.81ft), Kilometerpoint: 27.310, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.3m (69.9ft)
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Structure Number: 1010507, Location: 0.5 MI.W.JCT.US301 (Lat: 35.528958, Lng: -78.307100), Route carried "under" structure: Bypass US 70, Year Built: 1991, Structure Length: 0. m, Average Daily Traffic: 17,500 (year 2018), Truck Traffic: 12%, Features Intersected: US70E.RAMP
Minimum Vertical Clearance: 5.05m (16.57ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 35.6m (116.8ft)
Structure Number: 1010507, Location: 0.5 MI.W.JCT.US301 (Lat: 35.528958, Lng: -78.307100), Route carried "under" structure: Bypass US 70, Year Built: 1991, Structure Length: 0. m, Average Daily Traffic: 17,500 (year 2018), Truck Traffic: 12%, Features Intersected: US70E.RAMP
Minimum Vertical Clearance: 5.05m (16.57ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 35.6m (116.8ft)
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Structure Number: 1010507, Location: 0.5 MI.W.JCT.US301 (Lat: 35.528958, Lng: -78.307100), Route carried "under" structure: Bypass US 70, Year Built: 1991, Structure Length: 0. m, Average Daily Traffic: 17,500 (year 2018), Truck Traffic: 12%, Features Intersected: US70E.RAMP
Minimum Vertical Clearance: 5.28m (17.32ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 35.6m (116.8ft)
Structure Number: 1010507, Location: 0.5 MI.W.JCT.US301 (Lat: 35.528958, Lng: -78.307100), Route carried "under" structure: Bypass US 70, Year Built: 1991, Structure Length: 0. m, Average Daily Traffic: 17,500 (year 2018), Truck Traffic: 12%, Features Intersected: US70E.RAMP
Minimum Vertical Clearance: 5.28m (17.32ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 35.6m (116.8ft)