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

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Structure Number: 570469,  Location: 0.3 MI. S. JCT. SR2032 (Lat: 35.876925,  Lng: -80.083614),  Route carried "on" structure: State highway 2183,  Year Built: 1938,  Status: Open,  Structure Length: 0.97m (3.18ft),  Average Daily Traffic: 4,100 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 8,200 (year 2040),  Design Load: HS 15,  Features Intersected: NORTH HAMBY'S CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.8m (15.7ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 10.3m (33.8ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Fair,  Operating Rating: 31.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.4 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: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 570474,  Location: 1.0 MI. N. JCT. SR2010 (Lat: 35.827831,  Lng: -80.161206),  Route carried "on" structure: Interstate 85,  Year Built: 1981,  Status: Open,  Structure Length: 9.72m (31.89ft),  Average Daily Traffic: 260,000 (year 2015),  Truck Traffic: 23%,  Average Future Daily Traffic: 520,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: I85N
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 29.809,  Lanes on structure: 3,  Lanes under structure: 3,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 85),  Owner: State Highway Agency,  Approaching Roadway Width: 17.0m (55.8ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 53.3m (174.9ft),  Curb-To-Curb Width: 17.0m (55.8ft),  Out-to-Out Width: 17.9m (58.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 79.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 570475,  Location: 1.3 MI. S. JCT. SR2025 (Lat: 35.829986,  Lng: -80.157244),  Route carried "on" structure: Interstate 85,  Year Built: 1981,  Status: Open,  Structure Length: 4.14m (13.58ft),  Average Daily Traffic: 27,750 (year 2018),  Truck Traffic: 23%,  Average Future Daily Traffic: 55,500 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: HAMBY'S CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 29.870,  Lanes on structure: 3,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 85),  Owner: State Highway Agency,  Approaching Roadway Width: 17.0m (55.8ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.4m (44.0ft),  Curb-To-Curb Width: 17.0m (55.8ft),  Out-to-Out Width: 17.9m (58.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 570477,  Location: 0.5 MI. W. JCT. SR2010 (Lat: 35.835611,  Lng: -80.135856),  Route carried "on" structure: State highway 2025,  Year Built: 1981,  Status: Open,  Structure Length: 4.99m (16.37ft),  Average Daily Traffic: 340 (year 2017),  Truck Traffic: 7%,  Average Future Daily Traffic: 680 (year 2040),  Design Load: HS 15,  Features Intersected: I85 SBL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.480,  Lanes on structure: 2,  Lanes under structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 6.0m (19.7ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 30.7m (100.7ft),  Curb-To-Curb Width: 8.9m (29.2ft),  Out-to-Out Width: 9.7m (31.8ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 49.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 570478,  Location: 1.1 MI. S. JCT. SR2031 (Lat: 35.839289,  Lng: -80.137517),  Route carried "on" structure: Interstate 85,  Year Built: 1981,  Status: Open,  Structure Length: 3.93m (12.89ft),  Average Daily Traffic: 52,000 (year 2015),  Truck Traffic: 16%,  Average Future Daily Traffic: 104,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: SR2025
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.297,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 85),  Owner: State Highway Agency,  Approaching Roadway Width: 17.0m (55.8ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 17.0m (55.8ft),  Out-to-Out Width: 17.9m (58.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 60.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 570479,  Location: 0.3 MI. S. JCT. SR2055 (Lat: 35.860117,  Lng: -80.072564),  Route carried "on" structure: Interstate 85,  Year Built: 1981,  Status: Open,  Structure Length: 5.15m (16.90ft),  Average Daily Traffic: 32,000 (year 2018),  Truck Traffic: 16%,  Average Future Daily Traffic: 64,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: NC109
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 31.516,  Lanes on structure: 3,  Lanes under structure: 5,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 85),  Owner: State Highway Agency,  Approaching Roadway Width: 17.0m (55.8ft),  Skew: 10 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 28.9m (94.8ft),  Curb-To-Curb Width: 17.0m (55.8ft),  Out-to-Out Width: 17.9m (58.7ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 63.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 57048,  Location: 0.3 MI. S. JCT. SR2055 (Lat: 35.860400,  Lng: -80.072536),  Route carried "on" structure: Interstate 85,  Year Built: 1981,  Status: Open,  Structure Length: 5.09m (16.70ft),  Average Daily Traffic: 30,000 (year 2018),  Truck Traffic: 16%,  Average Future Daily Traffic: 60,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: NC109
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 31.516,  Lanes on structure: 3,  Lanes under structure: 5,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 85),  Owner: State Highway Agency,  Approaching Roadway Width: 16.4m (53.8ft),  Skew: 10 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 28.9m (94.8ft),  Curb-To-Curb Width: 16.8m (55.1ft),  Out-to-Out Width: 17.9m (58.7ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 63.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Membrane: Built-up,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 570482,  Location: 0.1 MI. E. JCT. SR2028 (Lat: 35.848986,  Lng: -80.122467),  Route carried "on" structure: State highway 2031,  Year Built: 1981,  Status: Open,  Structure Length: 5.18m (16.99ft),  Average Daily Traffic: 1,700 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 3,400 (year 2040),  Design Load: HS 15,  Features Intersected: I85 N
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.693,  Lanes on structure: 2,  Lanes under structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 32.6m (107.0ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 57.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 570483,  Location: 0.3 MI. W. JCT. SR2030 (Lat: 35.846958,  Lng: -80.122672),  Route carried "on" structure: State highway 2031,  Year Built: 1981,  Status: Open,  Structure Length: 5.94m (19.49ft),  Average Daily Traffic: 13,000 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 26,000 (year 2040),  Design Load: HS 15,  Features Intersected: I85S
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 36.5m (119.8ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 70.7 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: Somewhat better than minimum adequacy,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 570484,  Location: 1.2 MI. S. JCT. SR2085 (Lat: 35.847481,  Lng: -80.121678),  Route carried "on" structure: Interstate 85,  Year Built: 1981,  Status: Open,  Structure Length: 1.40m (4.59ft),  Average Daily Traffic: 29,000 (year 2019),  Truck Traffic: 16%,  Average Future Daily Traffic: 58,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: HAMBY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.663,  Lanes on structure: 3,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 85),  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.5m (14.8ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 64.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 48.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021

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Structure Number: 570485,  Location: 1.0 MI. S. JCT. SR2085 (Lat: 35.849511,  Lng: -80.118931),  Route carried "on" structure: Interstate 85,  Year Built: 1981,  Status: Open,  Structure Length: 8.68m (28.48ft),  Average Daily Traffic: 31,000 (year 2018),  Truck Traffic: 16%,  Average Future Daily Traffic: 62,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: I85 SBL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.663,  Lanes on structure: 3,  Lanes under structure: 3,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 85),  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 52.4m (171.9ft),  Curb-To-Curb Width: 17.0m (55.8ft),  Out-to-Out Width: 17.9m (58.7ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 48.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 570486,  Location: 0.6 MI. S. JCT. SR2085 (Lat: 35.850536,  Lng: -80.113586),  Route carried "on" structure: Interstate 85,  Year Built: 1981,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 27,750 (year 2018),  Truck Traffic: 16%,  Average Future Daily Traffic: 55,500 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: HAMBY'S CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.785,  Lanes on structure: 3,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 85),  Owner: State Highway Agency,  Approaching Roadway Width: 18.2m (59.7ft),  Skew: 13 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.6m (11.8ft)

Condition: Channel: Good,  Culverts: 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: Febuary 2022

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Structure Number: 570487,  Location: 0.6 MI. S. JCT. SR2085 (Lat: 35.852081,  Lng: -80.113436),  Route carried "on" structure: Interstate 85,  Year Built: 1981,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 31,000 (year 2018),  Truck Traffic: 16%,  Average Future Daily Traffic: 62,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: HAMBY'S CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.815,  Lanes on structure: 3,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 85),  Owner: State Highway Agency,  Approaching Roadway Width: 16.1m (52.8ft),  Skew: 13 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.6m (11.8ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 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 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: Febuary 2022

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Structure Number: 570488,  Location: 0.3 MI.N.JCT SR2084 (Lat: 35.856317,  Lng: -80.095669),  Route carried "on" structure: State highway 2060,  Year Built: 1981,  Status: Open,  Structure Length: 0.97m (3.18ft),  Average Daily Traffic: 1,600 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 3,200 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: HAMBY 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),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.5m (14.8ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 82.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 63.5 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: 570489,  Location: 0.1 MI. S. JCT. SR2087 (Lat: 35.854089,  Lng: -80.102625),  Route carried "on" structure: State highway 2085,  Year Built: 1981,  Status: Open,  Structure Length: 8.16m (26.77ft),  Average Daily Traffic: 7,500 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 15,000 (year 2040),  Design Load: HS 15,  Features Intersected: I85
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 2,  Length of Maximum Span: 31.3m (102.7ft),  Curb-To-Curb Width: 21.9m (71.9ft),  Out-to-Out Width: 22.8m (74.8ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  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: Equal to present minimum 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: March 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 57049,  Location: 1.7 MI. S. JCT. NC109 (Lat: 35.854125,  Lng: -80.102236),  Route carried "on" structure: Interstate 85,  Year Built: 1981,  Status: Open,  Structure Length: 1.67m (5.48ft),  Average Daily Traffic: 31,000 (year 2018),  Truck Traffic: 16%,  Average Future Daily Traffic: 62,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: HAMBY'S CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.998,  Lanes on structure: 8,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 85),  Owner: State Highway Agency,  Approaching Roadway Width: 21.6m (70.9ft),  Skew: 24 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.6m (11.8ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 77.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 58.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022

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Structure Number: 570491,  Location: 0.1 MI. N. JCT. SR2084 (Lat: 35.854547,  Lng: -80.096556),  Route carried "on" structure: State highway 2060,  Year Built: 1981,  Status: Open,  Structure Length: 9.50m (31.17ft),  Average Daily Traffic: 1,600 (year 2017),  Truck Traffic: 7%,  Average Future Daily Traffic: 3,200 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: I85
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 2,  Length of Maximum Span: 36.8m (120.7ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 57.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 570492,  Location: 0.1 MI.N.JCT.SR2084 (Lat: 35.855969,  Lng: -80.090053),  Route carried "on" structure: State highway 2183,  Year Built: 1981,  Status: Open,  Structure Length: 8.99m (29.49ft),  Average Daily Traffic: 3,200 (year 2015),  Truck Traffic: 6%,  Average Future Daily Traffic: 6,400 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: I85
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 33.8m (110.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 19.7m (64.6ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 68.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 570493,  Location: 0.4 MI.N.JCT.SR2183 (Lat: 35.859803,  Lng: -80.083719),  Route carried "on" structure: Interstate 85,  Year Built: 1981,  Status: Open,  Structure Length: 4.60m (15.09ft),  Average Daily Traffic: 31,000 (year 2018),  Truck Traffic: 16%,  Average Future Daily Traffic: 62,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: FERNDALE DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 31.333,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 85),  Owner: State Highway Agency,  Approaching Roadway Width: 17.3m (56.8ft),  Skew: 12 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.9m (71.9ft),  Curb-To-Curb Width: 17.0m (55.8ft),  Out-to-Out Width: 17.9m (58.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 62.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 570494,  Location: 0.4 MI. N. JCT. SR2183 (Lat: 35.859986,  Lng: -80.084033),  Route carried "on" structure: Interstate 85,  Year Built: 1981,  Status: Open,  Structure Length: 5.18m (16.99ft),  Average Daily Traffic: 28,000 (year 2018),  Truck Traffic: 16%,  Average Future Daily Traffic: 56,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: FERNDALE DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 31.333,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 85),  Owner: State Highway Agency,  Approaching Roadway Width: 16.7m (54.8ft),  Skew: 12 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.9m (71.9ft),  Curb-To-Curb Width: 17.0m (55.8ft),  Out-to-Out Width: 17.9m (58.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 63.5 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 570495,  Location: 0.5 MI.S.JCT.NC109 (Lat: 35.860675,  Lng: -80.077897),  Route carried "on" structure: Interstate 85,  Year Built: 1981,  Status: Open,  Structure Length: 3.65m (11.98ft),  Average Daily Traffic: 31,000 (year 2018),  Truck Traffic: 16%,  Average Future Daily Traffic: 62,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: HIGH PT,THOMASV&DENT RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 31.455,  Lanes on structure: 3,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 85),  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: 3,  Length of Maximum Span: 11.8m (38.7ft),  Curb-To-Curb Width: 17.0m (55.8ft),  Out-to-Out Width: 17.9m (58.7ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 570496,  Location: 0.5 MI. S. JCT. NC109 (Lat: 35.860947,  Lng: -80.077789),  Route carried "on" structure: Interstate 85,  Year Built: 1981,  Status: Open,  Structure Length: 4.17m (13.68ft),  Average Daily Traffic: 31,000 (year 2018),  Truck Traffic: 16%,  Average Future Daily Traffic: 62,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: HIGH PT.THOMASV&DENT RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 31.455,  Lanes on structure: 4,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 85),  Owner: State Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.4m (44.0ft),  Curb-To-Curb Width: 21.9m (71.9ft),  Out-to-Out Width: 22.8m (74.8ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 89.8 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: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 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: 570505,  Location: 0.1 MI. S. JCT SR2745 (Lat: 35.779361,  Lng: -80.097200),  Route carried "on" structure: State highway 2744,  Year Built: 1952,  Status: Open,  Structure Length: 1.03m (3.38ft),  Average Daily Traffic: 630 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,260 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: BRANCH BRIER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 5.7m (18.7ft),  Material/Design: Concrete continuous,  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: 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: November 2021

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Structure Number: 570508,  Location: 0.4 MI. N. JCT. SR2776 (Lat: 35.864125,  Lng: -80.102258),  Route carried "on" structure: State highway 2085,  Year Built: 1985,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 6,800 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 13,600 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: NORTH HAMBY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.3m (33.8ft)

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: March 2021

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Structure Number: 57052,  Location: 0.1MI.S.JCT.US29-70 (Lat: 35.906314,  Lng: -80.075056),  Route carried "on" structure: City street ,  Year Built: 1991,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 1,500 (year 2017),  Truck Traffic: 7%,  Average Future Daily Traffic: 3,000 (year 2040),  Design Load: HS 20,  Features Intersected: HUNTS FORK CREEK,  Facility Carried by Structure: MENDENHALL RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.3m (10.8ft)

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

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Structure Number: 570543,  Location: 0.1 MI. E. JCT. SR2198 (Lat: 35.836986,  Lng: -80.111533),  Route carried "on" structure: State highway 2010,  Year Built: 1997,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 4,300 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 8,600 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: BRANCH OF HAMBY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Steel,  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: 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: June 2021

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Structure Number: 57055,  Location: 0.2 MI. W. JCT. SR2053 (Lat: 35.894500,  Lng: -80.061128),  Route carried "on" structure: State highway 2051,  Year Built: 2003,  Status: Open,  Structure Length: 6.21m (20.37ft),  Average Daily Traffic: 6,900 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 13,800 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: SOUTHERN RAILWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 29.5m (96.8ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 8.4m (27.6ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 87.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 52.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: 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

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Structure Number: 570552,  Location: 0.2 MI. N. JCT. SR2032 (Lat: 35.878408,  Lng: -80.099356),  Route carried "on" structure: State highway 2085,  Year Built: 2005,  Status: Open,  Structure Length: 6.85m (22.47ft),  Average Daily Traffic: 8,600 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 17,200 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: SR3405, N.S.R.R.
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: 11.8m (38.7ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 42.3m (138.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 61.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to 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: 570555,  Location: 0.2 MI. S. JCT. SR2053 (Lat: 35.883608,  Lng: -80.072350),  Route carried "on" structure: State highway 2185,  Year Built: 1970,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 7,600 (year 2017),  Truck Traffic: 7%,  Average Future Daily Traffic: 15,200 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: NORTH HAMBYS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.1m (6.9ft)

Condition: Channel: Fair,  Culverts: Poor,  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: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021

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Structure Number: 570561,  Location: 0.8 MI. S. JCT. SR1798 (Lat: 35.937422,  Lng: -80.115469),  Route carried "on" structure: State highway 109,  Year Built: 2006,  Status: Open,  Structure Length: 5.21m (17.09ft),  Average Daily Traffic: 4,550 (year 2019),  Truck Traffic: 14%,  Average Future Daily Traffic: 9,100 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: RICH FORK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 3,  Subroute: 9),  Owner: State Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 24.9m (81.7ft),  Curb-To-Curb Width: 10.8m (35.4ft),  Out-to-Out Width: 11.7m (38.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.2 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: Equal to present desirable criteria,  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: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1510056,  Location: 0.6 MI. W. JCT. SR1553 (Lat: 35.802453,  Lng: -80.052114),  Route carried "on" structure: State highway 1401,  Year Built: 1996,  Status: Open,  Structure Length: 3.56m (11.68ft),  Average Daily Traffic: 940 (year 2017),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,880 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: LITTLE UWHARRIE RIVER
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: 13.4m (44.0ft),  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: 68.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1510294,  Location: 0.5 MI. W. JCT. SR1401 (Lat: 35.783136,  Lng: -80.048239),  Route carried "on" structure: State highway 1402,  Year Built: 1937,  Status: Posted for load,  Structure Length: 1.85m (6.07ft),  Average Daily Traffic: 110 (year 2011),  Truck Traffic: 6%,  Average Future Daily Traffic: 220 (year 2025),  Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 8.8m (28.9ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 4.6m (15.1ft),  Out-to-Out Width: 5.1m (16.7ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 23.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 14.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to 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: July 2020,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 570109,  Location: 0.3 MI. N. JCT. SR2051 (Lat: 35.901567,  Lng: -80.092706),  Route carried "under" structure: US 29,  Year Built: 2003,  Structure Length: 0. m,  Average Daily Traffic: 8,500 (year 2019),  Truck Traffic: 12%,  Features Intersected: NC109
Minimum Vertical Clearance: 5.04m (16.54ft),  Kilometerpoint: 0.000,  Lanes on structure: 7,  Lanes under structure: 3,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.5m (86.9ft)

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Structure Number: 570109,  Location: 0.3 MI. N. JCT. SR2051 (Lat: 35.901567,  Lng: -80.092706),  Route carried "under" structure: Interstate 85,  Year Built: 2003,  Structure Length: 0. m,  Average Daily Traffic: 8,500 (year 2019),  Truck Traffic: 12%,  Features Intersected: NC109
Minimum Vertical Clearance: 5.70m (18.70ft),  Kilometerpoint: 0.000,  Lanes on structure: 7,  Lanes under structure: 3,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.5m (86.9ft)

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Structure Number: 57015,  Location: 0.1 MI. S. JCT. SR1787 (Lat: 35.884192,  Lng: -80.126097),  Route carried "under" structure: State highway 2123,  Year Built: 1950,  Structure Length: 0. m,  Average Daily Traffic: 2,750 (year 2019),  Truck Traffic: 12%,  Features Intersected: US29,US70,I85BU.LP
Minimum Vertical Clearance: 4.49m (14.73ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.3m (56.8ft)

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Structure Number: 570158,  Location: 0.1 MI. W. JCT. SR2048 (Lat: 35.894392,  Lng: -80.104333),  Route carried "under" structure: US 29,  Year Built: 2012,  Structure Length: 0. m,  Average Daily Traffic: 8,000 (year 2015),  Truck Traffic: 12%,  Features Intersected: SR1792
Minimum Vertical Clearance: 5.76m (18.90ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.2m (86.0ft)

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Structure Number: 570158,  Location: 0.1 MI. W. JCT. SR2048 (Lat: 35.894392,  Lng: -80.104333),  Route carried "under" structure: US 29,  Year Built: 2012,  Structure Length: 0. m,  Average Daily Traffic: 8,000 (year 2015),  Truck Traffic: 12%,  Features Intersected: SR1792
Minimum Vertical Clearance: 5.79m (19.00ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.2m (86.0ft)

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Structure Number: 570161,  Location: 0.7 MI.N.JCT.SR1774 (Lat: 35.909344,  Lng: -80.061822),  Route carried "under" structure: State highway 68,  Year Built: 1999,  Structure Length: 0. m,  Average Daily Traffic: 8,000 (year 2015),  Truck Traffic: 12%,  Features Intersected: I85N.BUS,US29&70
Minimum Vertical Clearance: 5.74m (18.83ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.6m (107.0ft)

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Structure Number: 570161,  Location: 0.7 MI.N.JCT.SR1774 (Lat: 35.909344,  Lng: -80.061822),  Route carried "under" structure: State highway 68,  Year Built: 1999,  Structure Length: 0. m,  Average Daily Traffic: 8,000 (year 2015),  Truck Traffic: 12%,  Features Intersected: I85N.BUS,US29&70
Minimum Vertical Clearance: 5.96m (19.55ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.6m (107.0ft)

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Structure Number: 570162,  Location: 0.7 MI.N.JCT.SR1774 (Lat: 35.909486,  Lng: -80.061786),  Route carried "under" structure: State highway 68,  Year Built: 1999,  Structure Length: 0. m,  Average Daily Traffic: 10,000 (year 2017),  Truck Traffic: 12%,  Features Intersected: US29,US70,I85BUS S
Minimum Vertical Clearance: 5.35m (17.55ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.6m (107.0ft)

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Structure Number: 570162,  Location: 0.7 MI.N.JCT.SR1774 (Lat: 35.909486,  Lng: -80.061786),  Route carried "under" structure: State highway 68,  Year Built: 1999,  Structure Length: 0. m,  Average Daily Traffic: 10,000 (year 2017),  Truck Traffic: 12%,  Features Intersected: US29,US70,I85BUS S
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.6m (107.0ft)

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Structure Number: 570474,  Location: 1.0 MI. N. JCT. SR2010 (Lat: 35.827831,  Lng: -80.161206),  Route carried "under" structure: Interstate 85,  Year Built: 1981,  Structure Length: 0. m,  Average Daily Traffic: 26,000 (year 2015),  Truck Traffic: 23%,  Features Intersected: I85S
Minimum Vertical Clearance: 5.60m (18.37ft),  Kilometerpoint: 29.809,  Lanes on structure: 3,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 53.3m (174.9ft)

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Structure Number: 570477,  Location: 0.5 MI. W. JCT. SR2010 (Lat: 35.835611,  Lng: -80.135856),  Route carried "under" structure: Interstate 85,  Year Built: 1981,  Structure Length: 0. m,  Average Daily Traffic: 27,750 (year 2018),  Truck Traffic: 16%,  Features Intersected: SR2025
Minimum Vertical Clearance: 5.42m (17.78ft),  Kilometerpoint: 30.267,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.7m (100.7ft)

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Structure Number: 570478,  Location: 1.1 MI. S. JCT. SR2031 (Lat: 35.839289,  Lng: -80.137517),  Route carried "under" structure: State highway 2025,  Year Built: 1981,  Structure Length: 0. m,  Average Daily Traffic: 300 (year 2015),  Truck Traffic: 7%,  Features Intersected: I85N
Minimum Vertical Clearance: 4.67m (15.32ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 15.2m (49.9ft)

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Structure Number: 570479,  Location: 0.3 MI. S. JCT. SR2055 (Lat: 35.860117,  Lng: -80.072564),  Route carried "under" structure: State highway 109,  Year Built: 1981,  Structure Length: 0. m,  Average Daily Traffic: 23,000 (year 2017),  Truck Traffic: 12%,  Features Intersected: I85N
Minimum Vertical Clearance: 5.82m (19.09ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 5,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.9m (94.8ft)

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Structure Number: 57048,  Location: 0.3 MI. S. JCT. SR2055 (Lat: 35.860400,  Lng: -80.072536),  Route carried "under" structure: State highway 109,  Year Built: 1981,  Structure Length: 0. m,  Average Daily Traffic: 22,000 (year 2015),  Truck Traffic: 12%,  Features Intersected: I85S
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 5,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.9m (94.8ft)

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Structure Number: 570481,  Location: 0.5 MI. S. JCT. NC62 (Lat: 35.859536,  Lng: -80.067178),  Route carried "under" structure: Interstate 85,  Year Built: 1981,  Structure Length: 0. m,  Average Daily Traffic: 32,000 (year 2018),  Truck Traffic: 16%,  Features Intersected: SR2055
Minimum Vertical Clearance: 5.54m (18.18ft),  Kilometerpoint: 31.638,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 40.8m (133.9ft)

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Structure Number: 570481,  Location: 0.5 MI. S. JCT. NC62 (Lat: 35.859536,  Lng: -80.067178),  Route carried "under" structure: Interstate 85,  Year Built: 1981,  Structure Length: 0. m,  Average Daily Traffic: 32,000 (year 2018),  Truck Traffic: 16%,  Features Intersected: SR2055
Minimum Vertical Clearance: 4.93m (16.17ft),  Kilometerpoint: 31.638,  Lanes on structure: 4,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 40.8m (133.9ft)

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Structure Number: 570482,  Location: 0.1 MI. E. JCT. SR2028 (Lat: 35.848986,  Lng: -80.122467),  Route carried "under" structure: Interstate 85,  Year Built: 1981,  Structure Length: 0. m,  Average Daily Traffic: 31,000 (year 2018),  Truck Traffic: 16%,  Features Intersected: SR2031
Minimum Vertical Clearance: 4.99m (16.37ft),  Kilometerpoint: 30.693,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.6m (107.0ft)

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Structure Number: 570483,  Location: 0.3 MI. W. JCT. SR2030 (Lat: 35.846958,  Lng: -80.122672),  Route carried "under" structure: Interstate 85,  Year Built: 1981,  Structure Length: 0. m,  Average Daily Traffic: 26,000 (year 2015),  Truck Traffic: 16%,  Features Intersected: SR2031
Minimum Vertical Clearance: 5.57m (18.27ft),  Kilometerpoint: 30.602,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.5m (119.8ft)

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Structure Number: 570485,  Location: 1.0 MI. S. JCT. SR2085 (Lat: 35.849511,  Lng: -80.118931),  Route carried "under" structure: Interstate 85,  Year Built: 1981,  Structure Length: 0. m,  Average Daily Traffic: 31,000 (year 2018),  Truck Traffic: 16%,  Features Intersected: I85 NBL
Minimum Vertical Clearance: 5.36m (17.59ft),  Kilometerpoint: 30.663,  Lanes on structure: 3,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 52.4m (171.9ft)

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Structure Number: 570489,  Location: 0.1 MI. S. JCT. SR2087 (Lat: 35.854089,  Lng: -80.102625),  Route carried "under" structure: Interstate 85,  Year Built: 1981,  Structure Length: 0. m,  Average Daily Traffic: 29,000 (year 2018),  Truck Traffic: 16%,  Features Intersected: SR2085
Minimum Vertical Clearance: 5.36m (17.59ft),  Kilometerpoint: 31.089,  Lanes on structure: 4,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.3m (102.7ft)

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Structure Number: 570489,  Location: 0.1 MI. S. JCT. SR2087 (Lat: 35.854089,  Lng: -80.102625),  Route carried "under" structure: Interstate 85,  Year Built: 1981,  Structure Length: 0. m,  Average Daily Traffic: 29,000 (year 2018),  Truck Traffic: 16%,  Features Intersected: SR2085
Minimum Vertical Clearance: 5.57m (18.27ft),  Kilometerpoint: 31.089,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.3m (102.7ft)

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Structure Number: 570491,  Location: 0.1 MI. N. JCT. SR2084 (Lat: 35.854547,  Lng: -80.096556),  Route carried "under" structure: Interstate 85,  Year Built: 1981,  Structure Length: 0. m,  Average Daily Traffic: 31,000 (year 2018),  Truck Traffic: 16%,  Features Intersected: SR2060
Minimum Vertical Clearance: 5.27m (17.29ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.8m (120.7ft)

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Structure Number: 570491,  Location: 0.1 MI. N. JCT. SR2084 (Lat: 35.854547,  Lng: -80.096556),  Route carried "under" structure: Interstate 85,  Year Built: 1981,  Structure Length: 0. m,  Average Daily Traffic: 31,000 (year 2018),  Truck Traffic: 16%,  Features Intersected: SR2060
Minimum Vertical Clearance: 6.58m (21.59ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.8m (120.7ft)

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Structure Number: 570492,  Location: 0.1 MI.N.JCT.SR2084 (Lat: 35.855969,  Lng: -80.090053),  Route carried "under" structure: Interstate 85,  Year Built: 1981,  Structure Length: 0. m,  Average Daily Traffic: 28,500 (year 2015),  Truck Traffic: 16%,  Features Intersected: SR2183
Minimum Vertical Clearance: 6.18m (20.28ft),  Kilometerpoint: 31.272,  Lanes on structure: 4,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.8m (110.9ft)

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Structure Number: 570492,  Location: 0.1 MI.N.JCT.SR2084 (Lat: 35.855969,  Lng: -80.090053),  Route carried "under" structure: Interstate 85,  Year Built: 1981,  Structure Length: 0. m,  Average Daily Traffic: 28,500 (year 2015),  Truck Traffic: 16%,  Features Intersected: SR2183
Minimum Vertical Clearance: 5.21m (17.09ft),  Kilometerpoint: 31.272,  Lanes on structure: 4,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.8m (110.9ft)