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

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Structure Number: 630573,  Location: 0.1MI.W.JCT.MLK PARKWAY (Lat: 35.947439,  Lng: -78.924556),  Route carried "on" structure: City street ,  Year Built: 2009,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 8,500 (year 2017),  Truck Traffic: 7%,  Average Future Daily Traffic: 17,000 (year 2040),  Design Load: HS 20,  Features Intersected: THIRD FORK CRK.TRIBUTARY,  Facility Carried by Structure: SOUTH ROXBORO ST.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 22.8m (74.8ft),  Skew: 22 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: Good,  Culverts: Good,  Operating Rating: 41.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022

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Structure Number: 630579,  Location: 0.4MI.W.JCT.S.ROXBORO ST. (Lat: 35.951444,  Lng: -78.927242),  Route carried "on" structure: City street ,  Year Built: 2009,  Status: Open,  Structure Length: 13.01m (42.68ft),  Average Daily Traffic: 27,000 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 54,000 (year 2040),  Design Load: HS 20,  Features Intersected: THIRD FORK CREEK,  Facility Carried by Structure: MLK PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 25.2m (82.7ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 19.9m (65.3ft),  Out-to-Out Width: 25.0m (82.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 51.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  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: January 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 63058,  Location: 0.2MI.S.CAMDEN AVENUE (Lat: 36.023250,  Lng: -78.858028),  Route carried "on" structure: City street ,  Year Built: 2009,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 1,050 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 2,100 (year 2040),  Design Load: HS 20,  Features Intersected: GOOSE CREEK,  Facility Carried by Structure: MIST LAKE DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.0m (19.7ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.1m (6.9ft)

Condition: Channel: 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: January 2022

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Structure Number: 630581,  Location: .1MI.E.JCT.BERMUDA GREEN (Lat: 35.982969,  Lng: -78.805942),  Route carried "on" structure: City street ,  Year Built: 2009,  Status: Open,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 1,500 (year 2007),  Truck Traffic: 7%,  Average Future Daily Traffic: 3,000 (year 2040),  Design Load: HS 20,  Features Intersected: LITTLE LICK CREEK TRIB.,  Facility Carried by Structure: OAK GROVE PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.3m (33.8ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.9m (12.8ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 41.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022

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Structure Number: 630582,  Location: .1MI.E.JCT.HILLANDALE RD. (Lat: 36.057375,  Lng: -78.935311),  Route carried "on" structure: City street ,  Year Built: 2009,  Status: Open,  Structure Length: 1.00m (3.28ft),  Average Daily Traffic: 7,600 (year 2017),  Truck Traffic: 7%,  Average Future Daily Traffic: 15,200 (year 2040),  Design Load: HS 20,  Features Intersected: WARREN CRK.TRIBUTARY B,  Facility Carried by Structure: HORTON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.0m (32.8ft),  Material/Design: Aluminum, Iron,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 89.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022

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Structure Number: 630583,  Location: 0.1MI.S.JCT.IVY CRK. BLVD (Lat: 35.957725,  Lng: -78.966033),  Route carried "on" structure: City street ,  Year Built: 2009,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 19,000 (year 2017),  Truck Traffic: 7%,  Average Future Daily Traffic: 38,000 (year 2040),  Design Load: HS 20,  Features Intersected: SANDY CRK.TRIBUTARY A,  Facility Carried by Structure: UNIVERSITY DR.EXT.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 22 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.3m (10.8ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 89.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022

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Structure Number: 630584,  Location: 0.1MI.E.JCT.N.DUKE STREET (Lat: 36.009883,  Lng: -78.902767),  Route carried "on" structure: City street ,  Year Built: 2011,  Status: Open,  Structure Length: 1.09m (3.58ft),  Average Daily Traffic: 1,000 (year 2007),  Truck Traffic: 7%,  Average Future Daily Traffic: 2,000 (year 2040),  Design Load: HS 20,  Features Intersected: S.ELLERBEE CRK.TRIBUTAR,  Facility Carried by Structure: W. MARKHAM AVE.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 3 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: Good,  Culverts: Satisfactory,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 79.8 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: January 2022

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Structure Number: 630585,  Location: .05MI.E.JCT.RUFFIN STREET (Lat: 36.012883,  Lng: -78.901761),  Route carried "on" structure: City street ,  Year Built: 1940,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 1,600 (year 2007),  Truck Traffic: 7%,  Average Future Daily Traffic: 3,200 (year 2040),  Design Load: HS 20,  Features Intersected: S.ELLERBEE CRK.TRIBUTARY,  Facility Carried by Structure: WEST KNOX STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Length of Maximum Span: 3.9m (12.8ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 3.0m (9.8ft)

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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022

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Structure Number: 630589,  Location: .22 MI. W. JCT SR1999 (Lat: 35.876664,  Lng: -78.866581),  Route carried "on" structure: State highway 1978,  Year Built: 2011,  Status: Open,  Structure Length: 4.75m (15.58ft),  Average Daily Traffic: 14,500 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 29,000 (year 2040),  Design Load: HL 93,  Features Intersected: NC147 EXT.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 25.2m (82.7ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 22.8m (74.8ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 25.6m (84.0ft),  Out-to-Out Width: 29.8m (97.8ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 78.0 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: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 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: 63059,  Location: 0.7 MI.S.JCT. I-40 (Lat: 35.891706,  Lng: -78.873867),  Route carried "on" structure: State highway 147,  Year Built: 2011,  Status: Open,  Structure Length: 10.36m (33.99ft),  Average Daily Traffic: 7,500 (year 2017),  Truck Traffic: 12%,  Average Future Daily Traffic: 15,000 (year 2040),  Design Load: HL 93,  Features Intersected: BURDENS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Base Highway Network: Yes (Inventory Route: 3,  Subroute: 47),  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 18.8m (61.7ft),  Skew: 11 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 31.3m (102.7ft),  Curb-To-Curb Width: 18.1m (59.4ft),  Out-to-Out Width: 19.2m (63.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 65.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 50.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 630591,  Location: 0.7 MI.S. OF JCT.I-40 (Lat: 35.891769,  Lng: -78.873597),  Route carried "on" structure: State highway 147,  Year Built: 2011,  Status: Open,  Structure Length: 10.36m (33.99ft),  Average Daily Traffic: 3,800 (year 2013),  Truck Traffic: 12%,  Average Future Daily Traffic: 7,600 (year 2040),  Design Load: HL 93,  Features Intersected: BURDENS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Base Highway Network: Yes (Inventory Route: 3,  Subroute: 47),  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 18.8m (61.7ft),  Skew: 11 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 31.3m (102.7ft),  Curb-To-Curb Width: 18.1m (59.4ft),  Out-to-Out Width: 19.2m (63.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 65.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 50.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 630593,  Location: 0.9 MI E. JCT SR1801 (Lat: 35.991242,  Lng: -78.862644),  Route carried "on" structure: US 70,  Year Built: 2015,  Status: Open,  Structure Length: 4.05m (13.29ft),  Average Daily Traffic: 65,700 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 116,100 (year 2040),  Design Load: HL 93,  Features Intersected: NC98
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Skew: 32 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 39.0m (128.0ft),  Curb-To-Curb Width: 43.8m (143.7ft),  Out-to-Out Width: 45.4m (149.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 75.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 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: 630594,  Location: .10 MI.W.JCT. N.HOOVER RD (Lat: 35.981058,  Lng: -78.857050),  Route carried "on" structure: City street ,  Year Built: 2020,  Status: Open,  Structure Length: 8.22m (26.97ft),  Average Daily Traffic: 58,050 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 116,100 (year 2040),  Design Load: HL 93,  Features Intersected: US70,  Facility Carried by Structure: CARR ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 42.6m (139.8ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 10.9m (35.8ft),  Out-to-Out Width: 15.1m (49.5ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 59.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 46.2 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,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 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: 630595,  Location: 0.5 MI W. JCT. SR1921 (Lat: 35.975389,  Lng: -78.854750),  Route carried "on" structure: US 70,  Year Built: 2014,  Status: Open,  Structure Length: 8.22m (26.97ft),  Average Daily Traffic: 100 (year 2015),  Truck Traffic: 12%,  Average Future Daily Traffic: 200 (year 2040),  Design Load: HL 93,  Features Intersected: EAST END CONNECTOR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 14 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 41.4m (135.8ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 16.2m (53.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 67.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 51.7 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,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 630596,  Location: 0.8 MI. E. JCT. NC147 (Lat: 35.976167,  Lng: -78.854139),  Route carried "on" structure: Ramp US 70,  Year Built: 2014,  Status: Open,  Structure Length: 16.67m (54.69ft),  Average Daily Traffic: 65,700 (year 2015),  Truck Traffic: 12%,  Average Future Daily Traffic: 116,100 (year 2040),  Design Load: HL 93,  Features Intersected: US70
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 12.4m (40.7ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 49.6m (162.7ft),  Curb-To-Curb Width: 11.5m (37.7ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 71.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 630597,  Location: 0.6 MI. S. JCT. U.S. 70 (Lat: 35.971564,  Lng: -78.858328),  Route carried "on" structure: Interstate 885,  Year Built: 2015,  Status: Open,  Structure Length: 4.17m (13.68ft),  Average Daily Traffic: 65,700 (year 2015),  Truck Traffic: 16%,  Average Future Daily Traffic: 116,100 (year 2040),  Design Load: HL 93,  Features Intersected: ROWENA AVE.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 85),  Owner: State Highway Agency,  Approaching Roadway Width: 29.2m (95.8ft),  Skew: 12 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 40.2m (131.9ft),  Curb-To-Curb Width: 21.9m (71.9ft),  Out-to-Out Width: 22.9m (75.1ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Operating Rating: 68.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 52.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 630598,  Location: 0.7 MI. N. JCT. NC.147 (Lat: 35.971361,  Lng: -78.858258),  Route carried "on" structure: Interstate 885,  Year Built: 2015,  Status: Open,  Structure Length: 4.17m (13.68ft),  Average Daily Traffic: 65,700 (year 2015),  Truck Traffic: 16%,  Average Future Daily Traffic: 116,100 (year 2035),  Design Load: HL 93,  Features Intersected: ROWENA AVE.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 29.2m (95.8ft),  Skew: 12 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 40.2m (131.9ft),  Curb-To-Curb Width: 21.9m (71.9ft),  Out-to-Out Width: 22.9m (75.1ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Operating Rating: 69.8 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: Superior to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 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: 630599,  Location: 0.5 MI.S.JCT.US70 (Lat: 35.969203,  Lng: -78.862006),  Route carried "on" structure: Interstate 885,  Year Built: 2021,  Status: Open,  Structure Length: 12.03m (39.47ft),  Average Daily Traffic: 100 (year 2019),  Truck Traffic: 16%,  Average Future Daily Traffic: 200 (year 2040),  Design Load: HL 93,  Features Intersected: SR1926,NSRR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 85),  Owner: State Highway Agency,  Approaching Roadway Width: 30.1m (98.8ft),  Skew: 10 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 56.6m (185.7ft),  Curb-To-Curb Width: 22.4m (73.5ft),  Out-to-Out Width: 23.3m (76.4ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Operating Rating: 73.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 56.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 6306,  Location: 0.4 MI. N. JCT. NC147 (Lat: 35.969014,  Lng: -78.861808),  Route carried "on" structure: Interstate 885,  Year Built: 2019,  Status: Open,  Structure Length: 12.03m (39.47ft),  Average Daily Traffic: 37,750 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 75,500 (year 2040),  Design Load: HL 93,  Features Intersected: SR1926
Minimum Vertical Clearance: 30.44m (99.87ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 85),  Owner: State Highway Agency,  Approaching Roadway Width: 30.1m (98.8ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 56.6m (185.7ft),  Curb-To-Curb Width: 22.4m (73.5ft),  Out-to-Out Width: 23.3m (76.4ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Operating Rating: 73.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 56.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 630601,  Location: 0.1 MI. N. JCT NC 147 (Lat: 35.965997,  Lng: -78.865386),  Route carried "on" structure: Ramp Interstate 885,  Year Built: 2015,  Status: Open,  Structure Length: 27.92m (91.60ft),  Average Daily Traffic: 65,700 (year 2015),  Truck Traffic: 16%,  Average Future Daily Traffic: 116,100 (year 2035),  Design Load: HL 93,  Features Intersected: I-885 & NC147
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Number Of Approach Spans: 2,  Length of Maximum Span: 53.3m (174.9ft),  Curb-To-Curb Width: 11.5m (37.7ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Operating Rating: 60.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 47.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 630602,  Location: 1.2 MI. S. JCT. US70 (Lat: 35.965283,  Lng: -78.865492),  Route carried "on" structure: Ramp State highway 147,  Year Built: 2019,  Status: Open,  Structure Length: 2.37m (7.78ft),  Average Daily Traffic: 100 (year 2019),  Truck Traffic: 12%,  Average Future Daily Traffic: 200 (year 2040),  Design Load: HL 93,  Features Intersected: NC147N
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 18.2m (59.7ft),  Skew: 6 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 22.2m (72.8ft),  Curb-To-Curb Width: 43.5m (142.7ft),  Out-to-Out Width: 117.6m (385.8ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Operating Rating: 80.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 62.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 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: 630632,  Location: 0.2 MI. N. JCT. SR1656 (Lat: 36.062131,  Lng: -78.876156),  Route carried "on" structure: City street ,  Year Built: 2006,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 100 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 200 (year 2040),  Design Load: HS 20,  Features Intersected: CREEK,  Facility Carried by Structure: MILLER DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.0m (32.8ft),  Skew: 2 degrees,  Material/Design: Aluminum, Iron,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft)

Condition: Channel: Good,  Culverts: Very good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 89.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022

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Structure Number: 630633,  Location: 0.5 M. N. OF SWANNS MILL (Lat: 36.063081,  Lng: -78.876117),  Route carried "on" structure: City street ,  Year Built: 2006,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 100 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 200 (year 2040),  Design Load: HS 20,  Features Intersected: CREEK,  Facility Carried by Structure: MILLER DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.0m (32.8ft),  Material/Design: Aluminum, Iron,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft)

Condition: Channel: Satisfactory,  Culverts: Very good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 89.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022

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Structure Number: 630636,  Location: .37 M EAST OF SHERRON RD (Lat: 35.949375,  Lng: -78.827183),  Route carried "on" structure: City street ,  Year Built: 2004,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 101 (year 2017),  Truck Traffic: 7%,  Average Future Daily Traffic: 200 (year 2040),  Design Load: HS 20,  Features Intersected: LICK CREEK,  Facility Carried by Structure: GOLDEN BELT PKWY.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.4m (40.7ft),  Skew: 3 degrees,  Material/Design: Aluminum, Iron,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.1m (6.9ft)

Condition: Channel: Good,  Culverts: Very good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 89.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022

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Structure Number: 630637,  Location: .9 M S FLETCHERS CHAPEL D (Lat: 36.002811,  Lng: -78.811803),  Route carried "on" structure: City street ,  Year Built: 2018,  Status: Open,  Structure Length: 2.46m (8.07ft),  Average Daily Traffic: 101 (year 2017),  Truck Traffic: 7%,  Average Future Daily Traffic: 200 (year 2040),  Design Load: HS 20,  Features Intersected: CHUNKY PIPE CREEK,  Facility Carried by Structure: PEBBLESTONE DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 9.7m (31.8ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 41.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022

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Structure Number: 630639,  Location: .06 M E. BLACK BOULDER TR (Lat: 36.090583,  Lng: -78.927722),  Route carried "on" structure: City street ,  Year Built: 2002,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 101 (year 2017),  Truck Traffic: 7%,  Average Future Daily Traffic: 200 (year 2040),  Design Load: HS 20,  Features Intersected: CROOKED CREEK,  Facility Carried by Structure: PACES FERRY DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Skew: 1 degrees,  Material/Design: Aluminum, Iron,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.9m (12.8ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 55.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 49.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: 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: January 2022

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Structure Number: 630641,  Location: 0.11 MI. E. JCT. SR1110 (Lat: 35.943306,  Lng: -78.981361),  Route carried "on" structure: State highway 2220,  Year Built: 2018,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 16,000 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 32,000 (year 2040),  Design Load: HL 93,  Features Intersected: NEW HOPE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 13.7m (44.9ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Fair,  Culverts: Good,  Operating Rating: 46.2 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: 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: June 2021

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Structure Number: 135001,  Location: 0.2 MI. S. JCT. SR1913 (Lat: 35.881811,  Lng: -79.061453),  Route carried "on" structure: US 15,  Year Built: 2003,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 25,000 (year 2017),  Truck Traffic: 12%,  Average Future Daily Traffic: 50,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: OBIE'S CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 15),  Owner: State Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Skew: 25 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.6m (11.8ft)

Condition: Channel: Fair,  Culverts: Fair,  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: 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

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Structure Number: 1350016,  Location: 0.2 MI. S. JCT. US70 (Lat: 36.029658,  Lng: -78.988967),  Route carried "on" structure: State highway 751,  Year Built: 1930,  Status: Open,  Structure Length: 3.87m (12.70ft),  Average Daily Traffic: 4,800 (year 2017),  Truck Traffic: 6%,  Average Future Daily Traffic: 9,600 (year 2040),  Design Load: H 15,  Features Intersected: SOUTHERN R.R.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.4m (40.7ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 5.9m (19.4ft),  Out-to-Out Width: 6.5m (21.3ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 33.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 19.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1350056,  Location: 0.4 MI. W. JCT. I-85 (Lat: 36.044714,  Lng: -79.020122),  Route carried "on" structure: US 70,  Year Built: 1948,  Status: Open,  Structure Length: 1.15m (3.77ft),  Average Daily Traffic: 13,000 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 26,000 (year 2040),  Design Load: HS 20,  Features Intersected: STONY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.5m (37.7ft)

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,  Inspection Date: December 2021

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Structure Number: 1350063,  Location: 0.4 MI. N. JCT. US70 (Lat: 36.046631,  Lng: -79.010711),  Route carried "on" structure: State highway 1567,  Year Built: 1958,  Status: Open,  Structure Length: 6.24m (20.47ft),  Average Daily Traffic: 3,900 (year 2017),  Truck Traffic: 7%,  Average Future Daily Traffic: 7,800 (year 2040),  Design Load: H 20,  Features Intersected: ENO RIVER
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),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 16.4m (53.8ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 7.1m (23.3ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Good,  Operating Rating: 29.0 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 21.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  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,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 135009,  Location: 0.2 MI. N. JCT. SR1939 (Lat: 35.870381,  Lng: -79.116989),  Route carried "on" structure: State highway 1940,  Year Built: 1955,  Status: Posted for load,  Structure Length: 1.12m (3.67ft),  Average Daily Traffic: 1,600 (year 2016),  Truck Traffic: 6%,  Average Future Daily Traffic: 3,200 (year 2040),  Features Intersected: PRITCHARD MILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.0m (19.7ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.9m (35.8ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.0m (23.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Fair,  Operating Rating: 21.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 12.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of corrective action,  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: > 39.9% 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: 13501,  Location: 0.5 MI. S. JCT. US70 (Lat: 36.038878,  Lng: -79.017117),  Route carried "on" structure: Interstate 85,  Year Built: 1958,  Status: Open,  Structure Length: 5.94m (19.49ft),  Average Daily Traffic: 28,000 (year 2019),  Truck Traffic: 16%,  Average Future Daily Traffic: 56,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: SR1713
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 51.603,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 85),  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 12 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 16.4m (53.8ft),  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: 10.0m (32.8ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Poor,  Operating Rating: 48.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1350103,  Location: 0.65 MI. N. JCT. SR1567 (Lat: 36.038503,  Lng: -79.011719),  Route carried "on" structure: Interstate 85,  Year Built: 1958,  Status: Open,  Structure Length: 7.04m (23.10ft),  Average Daily Traffic: 32,500 (year 2019),  Truck Traffic: 16%,  Average Future Daily Traffic: 65,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: US70 E
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 51.694,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 85),  Owner: State Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Skew: 14 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.1m (75.8ft),  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: 10.0m (32.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1350109,  Location: 0.3 MI. N. JCT. SR1731 (Lat: 35.979389,  Lng: -79.001306),  Route carried "on" structure: State highway 1734,  Year Built: 2001,  Status: Open,  Structure Length: 3.90m (12.80ft),  Average Daily Traffic: 12,000 (year 2013),  Truck Traffic: 6%,  Average Future Daily Traffic: 24,000 (year 2025),  Design Load: HS 20+Mod,  Features Intersected: NEW HOPE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.0m (32.8ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.6m (47.9ft),  Curb-To-Curb Width: 10.0m (32.8ft),  Out-to-Out Width: 10.9m (35.8ft)

Condition: Deck: Very good,  Superstructure: Very 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: 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: June 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1350254,  Location: 0.01M. E. JCT. I85 (Lat: 36.037150,  Lng: -79.009750),  Route carried "on" structure: Business US 70,  Year Built: 1959,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 7,400 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 14,800 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: RHODES CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.0m (32.8ft),  Skew: 10 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.1m (6.9ft)

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,  Inspection Date: January 2021

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Structure Number: 1350255,  Location: 1.1 MI. E. JCT. SR1712 (Lat: 36.038403,  Lng: -79.008617),  Route carried "on" structure: Business US 70,  Year Built: 1959,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 7,700 (year 2017),  Truck Traffic: 6%,  Average Future Daily Traffic: 15,400 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: RHODES CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.1m (6.9ft)

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: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: January 2022,  Underwater Inspection Date: January 2022

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Structure Number: 1350284,  Location: 0.2 MI. S. JCT. US70 (Lat: 36.044486,  Lng: -79.026197),  Route carried "on" structure: State highway 1712,  Year Built: 1998,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 1,100 (year 2015),  Truck Traffic: 6%,  Average Future Daily Traffic: 2,200 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: BRANCH OF STONY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.0m (19.7ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Fair,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 89.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020

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Structure Number: 63001,  Location: 1.23 MI S. OF JCT SR 1407 (Lat: 36.020581,  Lng: -78.905244),  Route carried "under" structure: Interstate 85,  Year Built: 2006,  Structure Length: 0. m,  Average Daily Traffic: 53,000 (year 2019),  Truck Traffic: 16%,  Features Intersected: US501N
Minimum Vertical Clearance: 6.45m (21.16ft),  Kilometerpoint: 53.675,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.7m (113.8ft)

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Structure Number: 63001,  Location: 1.23 MI S. OF JCT SR 1407 (Lat: 36.020581,  Lng: -78.905244),  Route carried "under" structure: Ramp Interstate 85,  Year Built: 2006,  Structure Length: 0. m,  Average Daily Traffic: 26,500 (year 2019),  Truck Traffic: 16%,  Features Intersected: US501N
Minimum Vertical Clearance: 7.86m (25.79ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.7m (113.8ft)

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Structure Number: 63001,  Location: 1.23 MI S. OF JCT SR 1407 (Lat: 36.020581,  Lng: -78.905244),  Route carried "under" structure: Ramp Interstate 85,  Year Built: 2006,  Structure Length: 0. m,  Average Daily Traffic: 26,500 (year 2019),  Truck Traffic: 16%,  Features Intersected: US501N
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.7m (113.8ft)

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Structure Number: 63001,  Location: 1.23 MI S. OF JCT SR 1407 (Lat: 36.020581,  Lng: -78.905244),  Route carried "under" structure: Interstate 85,  Year Built: 2006,  Structure Length: 0. m,  Average Daily Traffic: 53,000 (year 2019),  Truck Traffic: 16%,  Features Intersected: US501N
Minimum Vertical Clearance: 7.46m (24.48ft),  Kilometerpoint: 53.675,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.7m (113.8ft)

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Structure Number: 630012,  Location: 0.76 MI. W. JCT. SR1945 (Lat: 35.982308,  Lng: -78.890361),  Route carried "under" structure: State highway 147,  Year Built: 2018,  Structure Length: 0. m,  Average Daily Traffic: 44,500 (year 2019),  Truck Traffic: 12%,  Features Intersected: NC55
Minimum Vertical Clearance: 5.23m (17.16ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 3,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.0m (91.9ft)

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Structure Number: 630012,  Location: 0.76 MI. W. JCT. SR1945 (Lat: 35.982308,  Lng: -78.890361),  Route carried "under" structure: State highway 147,  Year Built: 2018,  Structure Length: 0. m,  Average Daily Traffic: 44,500 (year 2019),  Truck Traffic: 12%,  Features Intersected: NC55
Minimum Vertical Clearance: 5.66m (18.57ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 3,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.0m (91.9ft)

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Structure Number: 630026,  Location: 0.35 MI W SR1670 (Lat: 36.013469,  Lng: -78.870817),  Route carried "under" structure: Interstate 85,  Year Built: 2004,  Structure Length: 0. m,  Average Daily Traffic: 49,250 (year 2018),  Truck Traffic: 16%,  Features Intersected: US70W.RAMP
Minimum Vertical Clearance: 6.06m (19.88ft),  Kilometerpoint: 54.316,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 75.8m (248.7ft)

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Structure Number: 630026,  Location: 0.35 MI W SR1670 (Lat: 36.013469,  Lng: -78.870817),  Route carried "under" structure: Interstate 85,  Year Built: 2004,  Structure Length: 0. m,  Average Daily Traffic: 49,250 (year 2018),  Truck Traffic: 16%,  Features Intersected: US70W.RAMP
Minimum Vertical Clearance: 5.58m (18.31ft),  Kilometerpoint: 54.316,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 75.8m (248.7ft)

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Structure Number: 630032,  Location: 0.27 MI.E.JCT.SR1401&US70 (Lat: 36.020583,  Lng: -78.949306),  Route carried "under" structure: Ramp US 150,  Year Built: 1991,  Structure Length: 0. m,  Average Daily Traffic: 15,250 (year 2019),  Truck Traffic: 12%,  Features Intersected: US70BUS.,  Facility Carried by Structure: US15N,US501N,RAMP
Minimum Vertical Clearance: 5.73m (18.80ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 1,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.8m (97.8ft)

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Structure Number: 630032,  Location: 0.27 MI.E.JCT.SR1401&US70 (Lat: 36.020583,  Lng: -78.949306),  Route carried "under" structure: Bypass US 15,  Year Built: 1991,  Structure Length: 0. m,  Average Daily Traffic: 30,500 (year 2019),  Truck Traffic: 12%,  Features Intersected: US70BUS.
Minimum Vertical Clearance: 5.48m (17.98ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.8m (97.8ft)

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Structure Number: 630032,  Location: 0.27 MI.E.JCT.SR1401&US70 (Lat: 36.020583,  Lng: -78.949306),  Route carried "under" structure: Ramp US 150,  Year Built: 1991,  Structure Length: 0. m,  Average Daily Traffic: 15,250 (year 2019),  Truck Traffic: 12%,  Features Intersected: US70BUS.,  Facility Carried by Structure: US15S,US501S,RAMP
Minimum Vertical Clearance: 4.99m (16.37ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 1,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.8m (97.8ft)

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Structure Number: 630032,  Location: 0.27 MI.E.JCT.SR1401&US70 (Lat: 36.020583,  Lng: -78.949306),  Route carried "under" structure: Bypass US 15,  Year Built: 1991,  Structure Length: 0. m,  Average Daily Traffic: 30,500 (year 2019),  Truck Traffic: 12%,  Features Intersected: US70BUS.
Minimum Vertical Clearance: 5.24m (17.19ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.8m (97.8ft)

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Structure Number: 630042,  Location: 0.02 MI S JCT SR1308 (Lat: 35.974725,  Lng: -78.936842),  Route carried "under" structure: Business US 15,  Year Built: 2004,  Structure Length: 0. m,  Average Daily Traffic: 16,000 (year 2019),  Truck Traffic: 12%,  Features Intersected: SR1127
Minimum Vertical Clearance: 5.20m (17.06ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.8m (87.9ft)