Bridge Statistics for Roanoke Rapids, North Carolina (NC)
Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 830034,  Location: 0.5 MI E NC48 (Lat: 36.439561,  Lng: -77.660244),  Route carried "on" structure: US 158,  Year Built: 1950,  Status: Open,  Structure Length: 1.21m (3.97ft),  Average Daily Traffic: 11,500 (year 2018),  Truck Traffic: 12%,  Average Future Daily Traffic: 23,000 (year 2040),  Design Load: HS 20,  Features Intersected: CHOCKOYOTTE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 58),  Owner: State Highway Agency,  Approaching Roadway Width: 13.1m (43.0ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.7m (8.9ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 41.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021

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Structure Number: 830038,  Location: 0.3MI.S.JCT.US158 (Lat: 36.436200,  Lng: -77.668758),  Route carried "on" structure: State highway 48,  Year Built: 1951,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 5,600 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 11,200 (year 2040),  Design Load: HS 20,  Features Intersected: TRIB.OF CHOCKOYOTTE CR.
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 continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 41.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021

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Structure Number: 830041,  Location: 0.4 MI.N.JCT.US158 (Lat: 36.447122,  Lng: -77.664167),  Route carried "on" structure: State highway 48,  Year Built: 1970,  Status: Open,  Structure Length: 1.03m (3.38ft),  Average Daily Traffic: 8,500 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 17,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: CHOCOKOYOTTE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.3m (10.8ft)

Condition: Channel: Satisfactory,  Culverts: Fair,  Operating Rating: 32.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 25.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021

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Structure Number: 830048,  Location: 0.3 MI S JCT NC158 (Lat: 36.433753,  Lng: -77.649456),  Route carried "on" structure: State highway 125,  Year Built: 1960,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 9,500 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 19,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: CHOCKOYOTTE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 3 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: 49.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 38.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021

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Structure Number: 830085,  Location: 1.1 MI.N.JCT.US158 (Lat: 36.462292,  Lng: -77.695369),  Route carried "on" structure: State highway 1426,  Year Built: 2004,  Status: Open,  Structure Length: 2.68m (8.79ft),  Average Daily Traffic: 4,500 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 9,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: CHOCKOYOTTE 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: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.3m (46.9ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 82.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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: June 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 830111,  Location: 1.7 MI N JCT NC903 (Lat: 36.385933,  Lng: -77.651994),  Route carried "on" structure: Interstate 95,  Year Built: 1964,  Status: Open,  Structure Length: 1.09m (3.58ft),  Average Daily Traffic: 22,750 (year 2019),  Truck Traffic: 23%,  Average Future Daily Traffic: 45,500 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: LITTLE QUANKEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 51.664,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 95),  Owner: State Highway Agency,  Approaching Roadway Width: 13.1m (43.0ft),  Skew: 13 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  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: July 2021

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Structure Number: 830112,  Location: 1.7 MI N JCT NC903 (Lat: 36.386572,  Lng: -77.652561),  Route carried "on" structure: Interstate 95,  Year Built: 1964,  Status: Open,  Structure Length: 1.09m (3.58ft),  Average Daily Traffic: 22,750 (year 2019),  Truck Traffic: 23%,  Average Future Daily Traffic: 45,500 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: LITTLE QUANKEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 51.664,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 95),  Owner: State Highway Agency,  Approaching Roadway Width: 13.1m (43.0ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  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: July 2021

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Structure Number: 830116,  Location: 1.5 MI. N. OF JCT. NC125 (Lat: 36.419619,  Lng: -77.632839),  Route carried "on" structure: Interstate 95,  Year Built: 1964,  Status: Open,  Structure Length: 1.61m (5.28ft),  Average Daily Traffic: 21,750 (year 2019),  Truck Traffic: 23%,  Average Future Daily Traffic: 43,500 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: CHOCKOYOTTE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 52.456,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 95),  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 13 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.3m (10.8ft)

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,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: November 2021,  Underwater Inspection Date: November 2021

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Structure Number: 830118,  Location: 1.5 MI. N. OF JCT. NC125 (Lat: 36.420083,  Lng: -77.633433),  Route carried "on" structure: Interstate 95,  Year Built: 1960,  Status: Open,  Structure Length: 1.61m (5.28ft),  Average Daily Traffic: 21,750 (year 2019),  Truck Traffic: 23%,  Average Future Daily Traffic: 43,500 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: CHOCKOYOTTE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 52.456,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 95),  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 13 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.3m (10.8ft)

Condition: Channel: Fair,  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,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: November 2021,  Underwater Inspection Date: November 2021

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Structure Number: 830124,  Location: 3.3 MI.N. JCT NC 125 (Lat: 36.430519,  Lng: -77.629986),  Route carried "on" structure: Interstate 95,  Year Built: 1999,  Status: Open,  Structure Length: 5.63m (18.47ft),  Average Daily Traffic: 21,750 (year 2019),  Truck Traffic: 16%,  Average Future Daily Traffic: 43,500 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: US158
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 52.670,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 95),  Owner: State Highway Agency,  Approaching Roadway Width: 12.1m (39.7ft),  Skew: 11 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 37.1m (121.7ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 56.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: 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: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 830129,  Location: 0.2 MI. W. JCT. SR1641 (Lat: 36.430572,  Lng: -77.630183),  Route carried "on" structure: Interstate 95,  Year Built: 2000,  Status: Open,  Structure Length: 5.63m (18.47ft),  Average Daily Traffic: 22,500 (year 2019),  Truck Traffic: 16%,  Average Future Daily Traffic: 45,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: US158
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 52.670,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 95),  Owner: State Highway Agency,  Approaching Roadway Width: 11.8m (38.7ft),  Skew: 11 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 37.1m (121.7ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 56.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: 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: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 830131,  Location: 0.2 MI. N. JCT. US158 (Lat: 36.433833,  Lng: -77.629331),  Route carried "on" structure: Interstate 95,  Year Built: 1960,  Year Reconstructed: 2000,  Status: Open,  Structure Length: 6.55m (21.49ft),  Average Daily Traffic: 20,750 (year 2018),  Truck Traffic: 16%,  Average Future Daily Traffic: 41,500 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: SR1742, SCLRR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 52.792,  Lanes on structure: 3,  Lanes under structure: 3,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 95),  Owner: State Highway Agency,  Approaching Roadway Width: 17.9m (58.7ft),  Skew: 11 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 15.5m (50.9ft),  Curb-To-Curb Width: 17.3m (56.8ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 830132,  Location: 0.2 MI. N. JCT. US158 (Lat: 36.433906,  Lng: -77.629531),  Route carried "on" structure: Interstate 95,  Year Built: 1960,  Year Reconstructed: 2000,  Status: Open,  Structure Length: 6.55m (21.49ft),  Average Daily Traffic: 20,750 (year 2018),  Truck Traffic: 16%,  Average Future Daily Traffic: 41,500 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: SR1742, SCLRR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 52.792,  Lanes on structure: 3,  Lanes under structure: 3,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 95),  Owner: State Highway Agency,  Approaching Roadway Width: 17.3m (56.8ft),  Skew: 11 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 16.1m (52.8ft),  Curb-To-Curb Width: 17.3m (56.8ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 830139,  Location: 1.1 MI.N.JCT. US158 (Lat: 36.445019,  Lng: -77.624981),  Route carried "on" structure: Interstate 95,  Year Built: 1999,  Status: Open,  Structure Length: 17.34m (56.89ft),  Average Daily Traffic: 22,500 (year 2019),  Truck Traffic: 16%,  Average Future Daily Traffic: 45,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: ROANOKE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 53.005,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 95),  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 10 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 68.2m (223.8ft),  Curb-To-Curb Width: 14.4m (47.2ft),  Out-to-Out Width: 15.5m (50.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 78.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: August 2021,  Underwater Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 830141,  Location: 1.1 MI. N. JCT. US158 (Lat: 36.445214,  Lng: -77.625258),  Route carried "on" structure: Interstate 95,  Year Built: 1999,  Status: Open,  Structure Length: 17.34m (56.89ft),  Average Daily Traffic: 22,500 (year 2019),  Truck Traffic: 16%,  Average Future Daily Traffic: 45,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: ROANOKE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 53.005,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 95),  Owner: State Highway Agency,  Approaching Roadway Width: 13.7m (44.9ft),  Skew: 10 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 68.2m (223.8ft),  Curb-To-Curb Width: 14.4m (47.2ft),  Out-to-Out Width: 15.5m (50.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 77.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: August 2021,  Underwater Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 830149,  Location: 0.1 MI.E.JCT.GLOVER ST. (Lat: 36.442300,  Lng: -77.661236),  Route carried "on" structure: City street ,  Year Built: 1955,  Status: Posted for load,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 150 (year 1981),  Truck Traffic: 7%,  Average Future Daily Traffic: 300 (year 2040),  Design Load: HS 20,  Features Intersected: CHOCKYOTTE CREEK,  Facility Carried by Structure: DIXIE STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 4.8m (15.7ft),  Material/Design: Wood or Timber,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.5m (14.8ft),  Curb-To-Curb Width: 3.8m (12.5ft),  Out-to-Out Width: 3.9m (12.8ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Fair,  Operating Rating: 27.2 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 19.0 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  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: 20.0 - 29.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 830162,  Location: 0.1 MI.S.JCT SR1453 (Lat: 36.454761,  Lng: -77.671333),  Route carried "on" structure: State highway 1450,  Year Built: 2001,  Status: Open,  Structure Length: 3.41m (11.19ft),  Average Daily Traffic: 3,200 (year 2016),  Truck Traffic: 7%,  Average Future Daily Traffic: 6,400 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: CHOCKOYOTTE 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: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.9m (48.9ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 72.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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,  Inspection Date: June 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 830166,  Location: 0.7 MI. S. JCT. SR1641 (Lat: 36.410994,  Lng: -77.619547),  Route carried "on" structure: State highway 1600,  Year Built: 1997,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 1,400 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 2,800 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: CHOCKOYOTTE 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: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Very good,  Culverts: Satisfactory,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 89.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021

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Structure Number: 830203,  Location: 0.6 MI. N. OF JCT. SR1683 (Lat: 36.426806,  Lng: -77.642250),  Route carried "on" structure: State highway 1745,  Year Built: 2000,  Status: Open,  Structure Length: 6.70m (21.98ft),  Average Daily Traffic: 11,500 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 23,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: CHOCKOYOTTE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 20.2m (66.3ft),  Out-to-Out Width: 21.1m (69.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 82.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  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: 830207,  Location: 1.0 MI.W. JCT. NC125 (Lat: 36.400767,  Lng: -77.663889),  Route carried "on" structure: State highway 1627,  Year Built: 2003,  Status: Open,  Structure Length: 1.55m (5.09ft),  Average Daily Traffic: 2,400 (year 2015),  Truck Traffic: 6%,  Average Future Daily Traffic: 4,800 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: LITTLE QUANKEY 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: Aluminum, Iron,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.8m (28.9ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 35.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 35.3 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,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: March 2021,  Underwater Inspection Date: March 2021

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Structure Number: 131001,  Location: 2.7 MI. W. JCT. NC35 (Lat: 36.472219,  Lng: -77.256956),  Route carried "on" structure: State highway 1341,  Year Built: 2019,  Status: Open,  Structure Length: 3.90m (12.80ft),  Average Daily Traffic: 620 (year 2016),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,240 (year 2040),  Design Load: HL 93,  Features Intersected: CORDUROY SWAMP
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: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 19.5m (64.0ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Very good,  Channel: Very good,  Operating Rating: 63.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 48.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: December 2021,  Underwater Inspection Date: September 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1310011,  Location: 1.4 MI. S. JCT. NC46 (Lat: 36.450464,  Lng: -77.620853),  Route carried "on" structure: Interstate 95,  Year Built: 1999,  Status: Open,  Structure Length: 34.59m (113.48ft),  Average Daily Traffic: 22,500 (year 2019),  Truck Traffic: 16%,  Average Future Daily Traffic: 45,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: ROANOKE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 53.096,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 95),  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 10 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 68.2m (223.8ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 15.5m (50.9ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 69.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  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: January 2021,  Underwater Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 131004,  Location: 0.3 MI N JCT SR1364 (Lat: 36.467997,  Lng: -77.142747),  Route carried "on" structure: State highway 1362,  Year Built: 2000,  Status: Open,  Structure Length: 4.26m (13.98ft),  Average Daily Traffic: 120 (year 2016),  Truck Traffic: 6%,  Average Future Daily Traffic: 240 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: KIRBYS 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: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.9m (48.9ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 9.2m (30.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 73.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: January 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1310041,  Location: 0.3 MI W. OF JCT SR 1235 (Lat: 36.468511,  Lng: -77.611139),  Route carried "on" structure: State highway 46,  Year Built: 1960,  Status: Open,  Structure Length: 9.08m (29.79ft),  Average Daily Traffic: 6,600 (year 2019),  Truck Traffic: 12%,  Average Future Daily Traffic: 13,200 (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: 3,  Subroute: 46),  Owner: State Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 24.3m (79.7ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 76.2 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: Equal to present minimum criteria,  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: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Membrane: Epoxy

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Structure Number: 131005,  Location: 0.7 MI.N. OF JCT.US258 (Lat: 36.341508,  Lng: -77.218731),  Route carried "on" structure: State highway 35,  Year Built: 1967,  Status: Open,  Structure Length: 2.68m (8.79ft),  Average Daily Traffic: 2,300 (year 2017),  Truck Traffic: 7%,  Average Future Daily Traffic: 4,600 (year 2040),  Design Load: H 15,  Features Intersected: URAHAW SWAMP
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: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 6.4m (21.0ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.1m (36.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  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: Equal to present minimum 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,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: Febuary 2021,  Underwater Inspection Date: October 2018,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1310059,  Location: 0.9 MI.E. OF JCT.NC48 (Lat: 36.493081,  Lng: -77.629797),  Route carried "on" structure: State highway 46,  Year Built: 1955,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 5,700 (year 2019),  Truck Traffic: 12%,  Average Future Daily Traffic: 11,400 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: LEE'S CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 3,  Subroute: 46),  Owner: State Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Skew: 7 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: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 41.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to 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: 830124,  Location: 3.3 MI.N. JCT NC 125 (Lat: 36.430519,  Lng: -77.629986),  Route carried "under" structure: US 158,  Year Built: 1999,  Structure Length: 0. m,  Average Daily Traffic: 16,000 (year 2018),  Truck Traffic: 12%,  Features Intersected: I95N
Minimum Vertical Clearance: 5.63m (18.47ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 37.1m (121.7ft)

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Structure Number: 830124,  Location: 3.3 MI.N. JCT NC 125 (Lat: 36.430519,  Lng: -77.629986),  Route carried "under" structure: US 158,  Year Built: 1999,  Structure Length: 0. m,  Average Daily Traffic: 21,000 (year 2018),  Truck Traffic: 12%,  Features Intersected: I95N
Minimum Vertical Clearance: 6.17m (20.24ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 37.1m (121.7ft)

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Structure Number: 830129,  Location: 0.2 MI. W. JCT. SR1641 (Lat: 36.430572,  Lng: -77.630183),  Route carried "under" structure: US 158,  Year Built: 2000,  Structure Length: 0. m,  Average Daily Traffic: 10,500 (year 2018),  Truck Traffic: 12%,  Features Intersected: I-95S
Minimum Vertical Clearance: 5.48m (17.98ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 37.1m (121.7ft)

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Structure Number: 830129,  Location: 0.2 MI. W. JCT. SR1641 (Lat: 36.430572,  Lng: -77.630183),  Route carried "under" structure: US 158,  Year Built: 2000,  Structure Length: 0. m,  Average Daily Traffic: 10,500 (year 2018),  Truck Traffic: 12%,  Features Intersected: I-95S
Minimum Vertical Clearance: 6.04m (19.82ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 37.1m (121.7ft)

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Structure Number: 830131,  Location: 0.2 MI. N. JCT. US158 (Lat: 36.433833,  Lng: -77.629331),  Route carried "under" structure: State highway 1742,  Year Built: 1960,  Structure Length: 0. m,  Average Daily Traffic: 800 (year 2009),  Truck Traffic: 7%,  Features Intersected: I95N
Minimum Vertical Clearance: 6.29m (20.64ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 3,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 15.5m (50.9ft)

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Structure Number: 830132,  Location: 0.2 MI. N. JCT. US158 (Lat: 36.433906,  Lng: -77.629531),  Route carried "under" structure: State highway 1742,  Year Built: 1960,  Structure Length: 0. m,  Average Daily Traffic: 800 (year 2009),  Truck Traffic: 7%,  Features Intersected: I95S
Minimum Vertical Clearance: 5.96m (19.55ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 3,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 16.1m (52.8ft)

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Structure Number: 1310041,  Location: 0.3 MI W. OF JCT SR 1235 (Lat: 36.468511,  Lng: -77.611139),  Route carried "under" structure: Interstate 95,  Year Built: 1960,  Structure Length: 0. m,  Average Daily Traffic: 17,500 (year 2015),  Truck Traffic: 16%,  Features Intersected: NC46
Minimum Vertical Clearance: 4.97m (16.31ft),  Kilometerpoint: 53.645,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.3m (79.7ft)

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Structure Number: 1310041,  Location: 0.3 MI W. OF JCT SR 1235 (Lat: 36.468511,  Lng: -77.611139),  Route carried "under" structure: Interstate 95,  Year Built: 1960,  Structure Length: 0. m,  Average Daily Traffic: 17,500 (year 2015),  Truck Traffic: 16%,  Features Intersected: NC46
Minimum Vertical Clearance: 4.97m (16.31ft),  Kilometerpoint: 53.645,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.3m (79.7ft)