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

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Structure Number: 350161,  Location: .2 MI.N.JCT.US70/US321BUS (Lat: 35.713319,  Lng: -81.312903),  Route carried "on" structure: State highway 1007,  Year Built: 1975,  Status: Open,  Structure Length: 9.08m (29.79ft),  Average Daily Traffic: 36,000 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 72,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: I40
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 24.3m (79.7ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  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: 24.4m (80.1ft),  Out-to-Out Width: 28.2m (92.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 63.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  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: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Membrane: Epoxy

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Structure Number: 350164,  Location: 1.2 MI. E. JCT. SR1007 (Lat: 35.708097,  Lng: -81.293519),  Route carried "on" structure: Interstate 40,  Year Built: 1975,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 68,500 (year 2019),  Truck Traffic: 16%,  Average Future Daily Traffic: 137,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: CLARK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 38.557,  Lanes on structure: 4,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 40),  Owner: State Highway Agency,  Approaching Roadway Width: 23.1m (75.8ft),  Skew: 23 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 89.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: January 2021,  Underwater Inspection Date: January 2021

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Structure Number: 350165,  Location: 0.5 MI. N. JCT. SR1475 (Lat: 35.707433,  Lng: -81.278550),  Route carried "on" structure: State highway 1468,  Year Built: 1975,  Status: Open,  Structure Length: 7.65m (25.10ft),  Average Daily Traffic: 4,000 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 8,000 (year 2040),  Design Load: HS 15,  Features Intersected: I40
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 10.9m (35.8ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 37.7m (123.7ft),  Curb-To-Curb Width: 13.2m (43.3ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 64.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 350166,  Location: 0.5 MI. W. JCT. SR1475 (Lat: 35.707433,  Lng: -81.278569),  Route carried "on" structure: Interstate 40,  Year Built: 1975,  Status: Open,  Structure Length: 1.06m (3.48ft),  Average Daily Traffic: 63,500 (year 2019),  Truck Traffic: 16%,  Average Future Daily Traffic: 127,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: CLARK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 38.801,  Lanes on structure: 4,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 40),  Owner: State Highway Agency,  Approaching Roadway Width: 23.1m (75.8ft),  Skew: 24 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: 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: March 2021

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Structure Number: 350167,  Location: 0.5 MI. W. JCT. SR1476 (Lat: 35.705819,  Lng: -81.272178),  Route carried "on" structure: Interstate 40,  Year Built: 1975,  Status: Open,  Structure Length: 1.24m (4.07ft),  Average Daily Traffic: 59,000 (year 2015),  Truck Traffic: 16%,  Average Future Daily Traffic: 118,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: CLARK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 38.923,  Lanes on structure: 4,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 40),  Owner: State Highway Agency,  Approaching Roadway Width: 23.1m (75.8ft),  Skew: 23 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.3m (10.8ft)

Condition: Channel: Satisfactory,  Culverts: 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: Febuary 2021

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Structure Number: 350168,  Location: 0.12 MI. N. JCT. SR1477 (Lat: 35.703019,  Lng: -81.262178),  Route carried "on" structure: State highway 1476,  Year Built: 1975,  Status: Open,  Structure Length: 8.83m (28.97ft),  Average Daily Traffic: 17,000 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 34,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: I40
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 16.7m (54.8ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 32.9m (107.9ft),  Curb-To-Curb Width: 20.5m (67.3ft),  Out-to-Out Width: 21.3m (69.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 61.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 350181,  Location: 0.1 MI.E.OLD LENOIR ROAD (Lat: 35.747764,  Lng: -81.362361),  Route carried "on" structure: City street ,  Year Built: 1991,  Status: Open,  Structure Length: 1.03m (3.38ft),  Average Daily Traffic: 9,100 (year 1994),  Truck Traffic: 7%,  Average Future Daily Traffic: 18,200 (year 2025),  Design Load: HS 20,  Features Intersected: FRYE CREEK,  Facility Carried by Structure: 12TH AVENUE NW
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),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.3m (10.8ft)

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

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Structure Number: 350182,  Location: 0.2MI.E.JCT.OLD LENOIR RD (Lat: 35.748239,  Lng: -81.360122),  Route carried "on" structure: City street ,  Year Built: 1991,  Status: Open,  Structure Length: 1.18m (3.87ft),  Average Daily Traffic: 9,100 (year 1994),  Truck Traffic: 7%,  Average Future Daily Traffic: 18,200 (year 2025),  Design Load: HS 20,  Features Intersected: CRIPPLE CREEK,  Facility Carried by Structure: 12TH AVENUE NW.
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: 1 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: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 41.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022

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Structure Number: 350226,  Location: 0.4 MI. E. JCT. SR1529 (Lat: 35.792228,  Lng: -81.251208),  Route carried "on" structure: State highway 1511,  Year Built: 1975,  Status: Open,  Structure Length: 1.03m (3.38ft),  Average Daily Traffic: 1,300 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 2,600 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: LONG SHOAL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Steel,  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: 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: Febuary 2021

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Structure Number: 350281,  Location: 1.2 MI. S. JCT. US321 (Lat: 35.745242,  Lng: -81.361206),  Route carried "on" structure: State highway 1314,  Year Built: 1940,  Status: Open,  Structure Length: 1.09m (3.58ft),  Average Daily Traffic: 7,800 (year 2017),  Truck Traffic: 6%,  Average Future Daily Traffic: 15,600 (year 2040),  Design Load: HS 15,  Features Intersected: FRYE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 4 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: Good,  Culverts: Good,  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: 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 2021

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Structure Number: 350282,  Location: 0.3 MI. N. JCT. NC127 (Lat: 35.787872,  Lng: -81.306172),  Route carried "on" structure: State highway 1400,  Year Built: 1972,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 9,700 (year 2017),  Truck Traffic: 6%,  Average Future Daily Traffic: 19,400 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: FALLING 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: 3 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: 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 2021

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Structure Number: 350291,  Location: 0.1 MI. S. JCT. SR1692 (Lat: 35.728611,  Lng: -81.314006),  Route carried "on" structure: City street ,  Year Built: 1960,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 4,700 (year 1993),  Truck Traffic: 7%,  Average Future Daily Traffic: 9,400 (year 2025),  Design Load: HS 20,  Features Intersected: UT TO CLARK CREEK,  Facility Carried by Structure: 15TH STREET SE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 2.7m (8.9ft)

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

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Structure Number: 350292,  Location: 0.4 MI. E. JCT. SR1468 (Lat: 35.709344,  Lng: -81.273697),  Route carried "on" structure: State highway 1478,  Year Built: 1980,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 3,300 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 6,600 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: MILLER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 2.4m (7.9ft)

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 2021

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Structure Number: 350293,  Location: 0.1 MI. N. JCT. SR1695 (Lat: 35.761047,  Lng: -81.293600),  Route carried "on" structure: State highway 1402,  Year Built: 1981,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 15,500 (year 2019),  Truck Traffic: 12%,  Average Future Daily Traffic: 31,000 (year 2040),  Design Load: HS 20,  Features Intersected: SNOW CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Good,  Culverts: Poor,  Operating Rating: 86.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 66.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021

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Structure Number: 350294,  Location: 0.7 MI. N. JCT. SR1519 (Lat: 35.809475,  Lng: -81.195644),  Route carried "on" structure: State highway 1453,  Year Built: 1980,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 4,700 (year 2015),  Truck Traffic: 6%,  Average Future Daily Traffic: 9,400 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: NAKED 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: 4 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 2.4m (7.9ft)

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: Febuary 2021

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Structure Number: 350295,  Location: 0.1 MI. W. JCT. SR1457 (Lat: 35.729581,  Lng: -81.315056),  Route carried "on" structure: State highway 1692,  Year Built: 1956,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 13,000 (year 2013),  Truck Traffic: 12%,  Average Future Daily Traffic: 26,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: CLARK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Base Highway Network: Yes (Inventory Route: 4,  Subroute: 92),  Owner: State Highway Agency,  Approaching Roadway Width: 23.1m (75.8ft),  Skew: 23 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 2.7m (8.9ft)

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

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Structure Number: 350296,  Location: 0.3 MI. N. JCT. SR1306 (Lat: 35.740256,  Lng: -81.365878),  Route carried "on" structure: US 321,  Year Built: 1957,  Year Reconstructed: 1963,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 34,000 (year 2013),  Truck Traffic: 12%,  Average Future Daily Traffic: 68,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: FRYE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 21),  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 21 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

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

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Structure Number: 350305,  Location: 0.3 MI. N. JCT. I40 (Lat: 35.713819,  Lng: -81.355069),  Route carried "on" structure: Bypass US 321,  Year Built: 1976,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 44,500 (year 2019),  Truck Traffic: 12%,  Average Future Daily Traffic: 89,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: GEITNER BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.167,  Lanes on structure: 8,  Base Highway Network: Yes (Inventory Route: 3,  Subroute: 21),  Owner: State Highway Agency,  Approaching Roadway Width: 42.6m (139.8ft),  Skew: 25 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 2.1m (6.9ft)

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

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Structure Number: 350306,  Location: 0.5 MI W JCT SR1401 (Lat: 35.761019,  Lng: -81.318917),  Route carried "on" structure: City street ,  Year Built: 2018,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 3,450 (year 2017),  Truck Traffic: 6%,  Average Future Daily Traffic: 6,900 (year 2025),  Features Intersected: FALLING CREEK,  Facility Carried by Structure: 23RD AVENUE NE
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: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  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: January 2022

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Structure Number: 350316,  Location: 0.1 MI. E. JCT. SR1008 (Lat: 35.656806,  Lng: -81.317647),  Route carried "on" structure: State highway 1430,  Year Built: 1995,  Status: Open,  Structure Length: 6.58m (21.59ft),  Average Daily Traffic: 3,200 (year 2017),  Truck Traffic: 7%,  Average Future Daily Traffic: 6,400 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: US321,  Facility Carried by Structure: SR1143
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 9.7m (31.8ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 32.3m (106.0ft),  Curb-To-Curb Width: 10.0m (32.8ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 55.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 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: 35032,  Location: 0.1 MI. E. JCT. SR1008 (Lat: 35.679753,  Lng: -81.340006),  Route carried "on" structure: State highway 1144,  Year Built: 1996,  Status: Open,  Structure Length: 5.91m (19.39ft),  Average Daily Traffic: 2,700 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 5,400 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: US321
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 22 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 29.5m (96.8ft),  Curb-To-Curb Width: 15.5m (50.9ft),  Out-to-Out Width: 16.4m (53.8ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 55.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 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: 350324,  Location: 0.6 MI. N. JCT. NC10 (Lat: 35.643111,  Lng: -81.303669),  Route carried "on" structure: Bypass US 321,  Year Built: 1997,  Status: Open,  Structure Length: 16.33m (53.58ft),  Average Daily Traffic: 13,000 (year 2013),  Truck Traffic: 12%,  Average Future Daily Traffic: 26,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: HENRY FORK RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.338,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 21),  Owner: State Highway Agency,  Approaching Roadway Width: 11.8m (38.7ft),  Skew: 13 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 48.7m (159.8ft),  Curb-To-Curb Width: 11.5m (37.7ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Fair,  Operating Rating: 80.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 350327,  Location: 0.2 MI.E.JCT.NC127 (Lat: 35.784753,  Lng: -81.315256),  Route carried "on" structure: City street ,  Year Built: 2019,  Status: Open,  Structure Length: 2.83m (9.28ft),  Average Daily Traffic: 3,200 (year 2017),  Truck Traffic: 7%,  Average Future Daily Traffic: 6,400 (year 2040),  Design Load: HL 93,  Features Intersected: FALLING CREEK,  Facility Carried by Structure: FALLING CREEK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 5.7m (18.7ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 26.5m (86.9ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 0.0m,  Curb-To-Curb Width: 11.2m (36.7ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Very good,  Operating Rating: 58.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  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,  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: 350328,  Location: 0.1MI.N.JCT.9TH AVE.NW. (Lat: 35.746139,  Lng: -81.352372),  Route carried "on" structure: City street ,  Year Built: 1998,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 100 (year 1998),  Average Future Daily Traffic: 200 (year 2025),  Design Load: HS 20,  Features Intersected: CRIPPLE CREEK,  Facility Carried by Structure: 8TH ST.LN.NW.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 0.9m (3.0ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 9.7m (31.8ft)

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

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Structure Number: 350329,  Location: 0.68 MI. S. JCT. SR1468 (Lat: 35.708314,  Lng: -81.294328),  Route carried "on" structure: State highway 1005,  Year Built: 1997,  Status: Open,  Structure Length: 8.53m (27.99ft),  Average Daily Traffic: 33,500 (year 2019),  Truck Traffic: 12%,  Average Future Daily Traffic: 67,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: I40
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 30.4m (99.7ft),  Skew: 23 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 43.2m (141.7ft),  Curb-To-Curb Width: 28.3m (92.8ft),  Out-to-Out Width: 28.3m (92.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 87.0 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: Better than 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: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 350347,  Location: .1 MI. EAST OF SR. 1444 (Lat: 35.732389,  Lng: -81.291083),  Route carried "on" structure: State highway 1007,  Year Built: 2005,  Status: Open,  Structure Length: 4.75m (15.58ft),  Average Daily Traffic: 5,100 (year 2017),  Truck Traffic: 6%,  Average Future Daily Traffic: 10,200 (year 2040),  Design Load: HS 20,  Features Intersected: SR1005
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 29.5m (96.8ft),  Curb-To-Curb Width: 9.6m (31.5ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 80.7 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 desirable criteria,  Deck Geometry: High priority of corrective action,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 350363,  Location: .4MI.E.S.CENTER ST.(NC127 (Lat: 35.698631,  Lng: -81.343353),  Route carried "on" structure: City street ,  Year Built: 1997,  Status: Open,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 50 (year 2002),  Average Future Daily Traffic: 100 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: BARGER BRANCH,  Facility Carried by Structure: FIRST STREET SE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 5.7m (18.7ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.4m (40.7ft),  Curb-To-Curb Width: 3.3m (10.8ft),  Out-to-Out Width: 3.5m (11.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 48.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Critical Feature Inspection Date: January 2022,  Deck Structure Type: Aluminum,  Wearing Surface/Protective System: Wearing Surface: Wood or Timber

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Structure Number: 350376,  Location: 0.2 MI. N. JCT. SR1441 (Lat: 35.739922,  Lng: -81.261531),  Route carried "on" structure: State highway 1621,  Year Built: 2009,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 50 (year 2009),  Average Future Daily Traffic: 100 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: HERMAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 4.8m (15.7ft),  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: 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 minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021

Structure Number: 350381,  Location: 0.3MI. N. OF JCT.W.SR1308,  Route carried "on" structure: City street ,  Year Built: 2020,  Status: Open,  Structure Length: 1.24m (4.07ft),  Average Daily Traffic: 2,500 (year 2017),  Truck Traffic: 7%,  Average Future Daily Traffic: 5,000 (year 2040),  Design Load: HS 20,  Features Intersected: FRYE CREEK,  Facility Carried by Structure: 17TH ST.NW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.9m (12.8ft)

Condition: Channel: Satisfactory,  Culverts: Fair,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 89.8 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022

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Structure Number: 230169,  Location: .3 MI.S.JCT.US64,70 (Lat: 35.714744,  Lng: -81.453036),  Route carried "under" structure: Interstate 40,  Year Built: 1956,  Structure Length: 0. m,  Average Daily Traffic: 25,750 (year 2019),  Truck Traffic: 16%,  Features Intersected: SR1765
Minimum Vertical Clearance: 4.47m (14.67ft),  Kilometerpoint: 35.732,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 15.8m (51.8ft)

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Structure Number: 230169,  Location: .3 MI.S.JCT.US64,70 (Lat: 35.714744,  Lng: -81.453036),  Route carried "under" structure: Interstate 40,  Year Built: 1956,  Structure Length: 0. m,  Average Daily Traffic: 25,750 (year 2019),  Truck Traffic: 16%,  Features Intersected: SR1765
Minimum Vertical Clearance: 4.70m (15.42ft),  Kilometerpoint: 35.732,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 15.8m (51.8ft)

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Structure Number: 350035,  Location: 0.3 MI. E. JCT. SR1361 (Lat: 35.722136,  Lng: -81.356022),  Route carried "under" structure: US 321,  Year Built: 1980,  Structure Length: 0. m,  Average Daily Traffic: 19,500 (year 2017),  Truck Traffic: 12%,  Features Intersected: US70, US321 BUS
Minimum Vertical Clearance: 5.86m (19.23ft),  Kilometerpoint: 13.411,  Lanes on structure: 6,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.9m (130.9ft)

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Structure Number: 350035,  Location: 0.3 MI. E. JCT. SR1361 (Lat: 35.722136,  Lng: -81.356022),  Route carried "under" structure: Bypass US 321,  Year Built: 1980,  Structure Length: 0. m,  Average Daily Traffic: 19,500 (year 2017),  Truck Traffic: 12%,  Features Intersected: US70, US321 BUS
Minimum Vertical Clearance: 7.43m (24.38ft),  Kilometerpoint: 13.411,  Lanes on structure: 6,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.9m (130.9ft)

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Structure Number: 350063,  Location: 0.2 MI. E. JCT. SR1182 (Lat: 35.716861,  Lng: -81.339928),  Route carried "under" structure: US 70,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 19,000 (year 2017),  Truck Traffic: 12%,  Features Intersected: NC127
Minimum Vertical Clearance: 4.67m (15.32ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 5,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.2m (82.7ft)

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Structure Number: 350068,  Location: 0.3 MI. S. JCT. US70 (Lat: 35.710681,  Lng: -81.338453),  Route carried "under" structure: Interstate 40,  Year Built: 1975,  Structure Length: 0. m,  Average Daily Traffic: 36,000 (year 2017),  Truck Traffic: 16%,  Features Intersected: SR2959
Minimum Vertical Clearance: 5.54m (18.18ft),  Kilometerpoint: 37.746,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.4m (99.7ft)

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Structure Number: 350068,  Location: 0.3 MI. S. JCT. US70 (Lat: 35.710681,  Lng: -81.338453),  Route carried "under" structure: Interstate 40,  Year Built: 1975,  Structure Length: 0. m,  Average Daily Traffic: 36,000 (year 2017),  Truck Traffic: 16%,  Features Intersected: SR2959
Minimum Vertical Clearance: 4.90m (16.08ft),  Kilometerpoint: 37.746,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.4m (99.7ft)

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Structure Number: 350075,  Location: 0.1 MI. S. JCT. SR1314 (Lat: 35.732578,  Lng: -81.334208),  Route carried "under" structure: State highway 127,  Year Built: 2003,  Structure Length: 0. m,  Average Daily Traffic: 12,000 (year 2015),  Truck Traffic: 12%,  Features Intersected: MAIN AVENUE
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.2m (86.0ft)

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Structure Number: 350075,  Location: 0.1 MI. S. JCT. SR1314 (Lat: 35.732578,  Lng: -81.334208),  Route carried "under" structure: State highway 127,  Year Built: 2003,  Structure Length: 0. m,  Average Daily Traffic: 12,000 (year 2015),  Truck Traffic: 12%,  Features Intersected: MAIN AVENUE
Minimum Vertical Clearance: 5.09m (16.70ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.2m (86.0ft)

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Structure Number: 350077,  Location: 0.5 MI. W. JCT. NC127 (Lat: 35.708086,  Lng: -81.353208),  Route carried "under" structure: Ramp US 321,  Year Built: 1975,  Structure Length: 0. m,  Average Daily Traffic: 3,450 (year 2017),  Truck Traffic: 12%,  Features Intersected: I40 EBL
Minimum Vertical Clearance: 5.99m (19.65ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.3m (102.7ft)

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Structure Number: 350077,  Location: 0.5 MI. W. JCT. NC127 (Lat: 35.708086,  Lng: -81.353208),  Route carried "under" structure: Ramp US 321,  Year Built: 1975,  Structure Length: 0. m,  Average Daily Traffic: 3,450 (year 2017),  Truck Traffic: 12%,  Features Intersected: I40 EBL
Minimum Vertical Clearance: 7.01m (23.00ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.3m (102.7ft)

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Structure Number: 350077,  Location: 0.5 MI. W. JCT. NC127 (Lat: 35.708086,  Lng: -81.353208),  Route carried "under" structure: Bypass US 321,  Year Built: 1975,  Structure Length: 0. m,  Average Daily Traffic: 23,000 (year 2017),  Truck Traffic: 12%,  Features Intersected: I40 EBL
Minimum Vertical Clearance: 6.29m (20.64ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.3m (102.7ft)

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Structure Number: 350077,  Location: 0.5 MI. W. JCT. NC127 (Lat: 35.708086,  Lng: -81.353208),  Route carried "under" structure: Bypass US 321,  Year Built: 1975,  Structure Length: 0. m,  Average Daily Traffic: 23,000 (year 2017),  Truck Traffic: 12%,  Features Intersected: I40 EBL
Minimum Vertical Clearance: 6.70m (21.98ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.3m (102.7ft)

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Structure Number: 350078,  Location: 0.5 MI. W. JCT. NC127 (Lat: 35.708381,  Lng: -81.353303),  Route carried "under" structure: Bypass US 321,  Year Built: 1976,  Structure Length: 0. m,  Average Daily Traffic: 23,000 (year 2017),  Truck Traffic: 12%,  Features Intersected: I40 WBL
Minimum Vertical Clearance: 6.09m (19.98ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.3m (102.7ft)

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Structure Number: 350078,  Location: 0.5 MI. W. JCT. NC127 (Lat: 35.708381,  Lng: -81.353303),  Route carried "under" structure: Ramp US 321,  Year Built: 1976,  Structure Length: 0. m,  Average Daily Traffic: 3,450 (year 2017),  Truck Traffic: 12%,  Features Intersected: I40 WBL
Minimum Vertical Clearance: 6.46m (21.19ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.3m (102.7ft)

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Structure Number: 350078,  Location: 0.5 MI. W. JCT. NC127 (Lat: 35.708381,  Lng: -81.353303),  Route carried "under" structure: Bypass US 321,  Year Built: 1976,  Structure Length: 0. m,  Average Daily Traffic: 23,000 (year 2017),  Truck Traffic: 12%,  Features Intersected: I40 WBL
Minimum Vertical Clearance: 5.69m (18.67ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.3m (102.7ft)

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Structure Number: 350078,  Location: 0.5 MI. W. JCT. NC127 (Lat: 35.708381,  Lng: -81.353303),  Route carried "under" structure: Ramp US 321,  Year Built: 1976,  Structure Length: 0. m,  Average Daily Traffic: 3,450 (year 2017),  Truck Traffic: 12%,  Features Intersected: I40 WBL
Minimum Vertical Clearance: 5.37m (17.62ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.3m (102.7ft)

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Structure Number: 350104,  Location: 2.2 MI. E. JCT. SR1124 (Lat: 35.707869,  Lng: -81.353144),  Route carried "under" structure: Bypass US 321,  Year Built: 1976,  Structure Length: 0. m,  Average Daily Traffic: 17,250 (year 2017),  Truck Traffic: 12%,  Features Intersected: I40 COLLECTOR EBL
Minimum Vertical Clearance: 7.16m (23.49ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.0m (105.0ft)

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Structure Number: 350104,  Location: 2.2 MI. E. JCT. SR1124 (Lat: 35.707869,  Lng: -81.353144),  Route carried "under" structure: Ramp US 321,  Year Built: 1976,  Structure Length: 0. m,  Average Daily Traffic: 5,750 (year 2017),  Truck Traffic: 12%,  Features Intersected: I40 COLLECTOR EBL
Minimum Vertical Clearance: 7.34m (24.08ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.0m (105.0ft)

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Structure Number: 350104,  Location: 2.2 MI. E. JCT. SR1124 (Lat: 35.707869,  Lng: -81.353144),  Route carried "under" structure: Ramp US 321,  Year Built: 1976,  Structure Length: 0. m,  Average Daily Traffic: 5,750 (year 2017),  Truck Traffic: 12%,  Features Intersected: I40 COLLECTOR EBL
Minimum Vertical Clearance: 6.29m (20.64ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.0m (105.0ft)

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Structure Number: 350104,  Location: 2.2 MI. E. JCT. SR1124 (Lat: 35.707869,  Lng: -81.353144),  Route carried "under" structure: Bypass US 321,  Year Built: 1976,  Structure Length: 0. m,  Average Daily Traffic: 17,250 (year 2017),  Truck Traffic: 12%,  Features Intersected: I40 COLLECTOR EBL
Minimum Vertical Clearance: 6.62m (21.72ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.0m (105.0ft)

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Structure Number: 350106,  Location: 2.2 MI. E. JCT. SR1124 (Lat: 35.708597,  Lng: -81.353378),  Route carried "under" structure: Ramp US 321,  Year Built: 1976,  Structure Length: 0. m,  Average Daily Traffic: 3,450 (year 2017),  Truck Traffic: 12%,  Features Intersected: I40 WBL COLLECTOR
Minimum Vertical Clearance: 6.19m (20.31ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.1m (98.8ft)

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Structure Number: 350106,  Location: 2.2 MI. E. JCT. SR1124 (Lat: 35.708597,  Lng: -81.353378),  Route carried "under" structure: Bypass US 321,  Year Built: 1976,  Structure Length: 0. m,  Average Daily Traffic: 19,550 (year 2017),  Truck Traffic: 12%,  Features Intersected: I40 WBL COLLECTOR
Minimum Vertical Clearance: 5.96m (19.55ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.1m (98.8ft)

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Structure Number: 350106,  Location: 2.2 MI. E. JCT. SR1124 (Lat: 35.708597,  Lng: -81.353378),  Route carried "under" structure: Bypass US 321,  Year Built: 1976,  Structure Length: 0. m,  Average Daily Traffic: 19,550 (year 2017),  Truck Traffic: 12%,  Features Intersected: I40 WBL COLLECTOR
Minimum Vertical Clearance: 5.41m (17.75ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.1m (98.8ft)

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Structure Number: 350106,  Location: 2.2 MI. E. JCT. SR1124 (Lat: 35.708597,  Lng: -81.353378),  Route carried "under" structure: Ramp US 321,  Year Built: 1976,  Structure Length: 0. m,  Average Daily Traffic: 3,450 (year 2017),  Truck Traffic: 12%,  Features Intersected: I40 WBL COLLECTOR
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.1m (98.8ft)

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Structure Number: 35011,  Location: 0.1 MI. N. JCT. US70 (Lat: 35.724242,  Lng: -81.356925),  Route carried "under" structure: US 321,  Year Built: 1980,  Structure Length: 0. m,  Average Daily Traffic: 16,575 (year 2017),  Truck Traffic: 12%,  Features Intersected: 7TH AVE
Minimum Vertical Clearance: 6.65m (21.82ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 44.1m (144.7ft)

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Structure Number: 35011,  Location: 0.1 MI. N. JCT. US70 (Lat: 35.724242,  Lng: -81.356925),  Route carried "under" structure: US 321,  Year Built: 1980,  Structure Length: 0. m,  Average Daily Traffic: 16,575 (year 2017),  Truck Traffic: 12%,  Features Intersected: 7TH AVE
Minimum Vertical Clearance: 5.69m (18.67ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 44.1m (144.7ft)

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Structure Number: 35011,  Location: 0.1 MI. N. JCT. US70 (Lat: 35.724242,  Lng: -81.356925),  Route carried "under" structure: Ramp US 321,  Year Built: 1980,  Structure Length: 0. m,  Average Daily Traffic: 5,850 (year 2017),  Truck Traffic: 12%,  Features Intersected: 7TH AVE
Minimum Vertical Clearance: 7.36m (24.15ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 44.1m (144.7ft)

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Structure Number: 350123,  Location: 0.3 MI. S. JCT. SR1183 (Lat: 35.709422,  Lng: -81.344775),  Route carried "under" structure: Interstate 40,  Year Built: 1976,  Structure Length: 0. m,  Average Daily Traffic: 36,000 (year 2017),  Truck Traffic: 16%,  Features Intersected: NC127
Minimum Vertical Clearance: 7.37m (24.18ft),  Kilometerpoint: 37.637,  Lanes on structure: 5,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 42.3m (138.8ft)

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Structure Number: 350123,  Location: 0.3 MI. S. JCT. SR1183 (Lat: 35.709422,  Lng: -81.344775),  Route carried "under" structure: Ramp Interstate 40,  Year Built: 1976,  Structure Length: 0. m,  Average Daily Traffic: 10,600 (year 2017),  Truck Traffic: 16%,  Features Intersected: NC127
Minimum Vertical Clearance: 4.84m (15.88ft),  Kilometerpoint: 37.637,  Lanes on structure: 5,  Lanes under structure: 1,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 42.3m (138.8ft)

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Structure Number: 350123,  Location: 0.3 MI. S. JCT. SR1183 (Lat: 35.709422,  Lng: -81.344775),  Route carried "under" structure: Interstate 40,  Year Built: 1976,  Structure Length: 0. m,  Average Daily Traffic: 36,000 (year 2017),  Truck Traffic: 16%,  Features Intersected: NC127
Minimum Vertical Clearance: 5.24m (17.19ft),  Kilometerpoint: 37.637,  Lanes on structure: 5,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 42.3m (138.8ft)

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Structure Number: 350133,  Location: 0.1 MI. N. JCT. SR1301 (Lat: 35.728928,  Lng: -81.363214),  Route carried "under" structure: US 321,  Year Built: 1955,  Structure Length: 0. m,  Average Daily Traffic: 18,500 (year 2013),  Truck Traffic: 12%,  Features Intersected: SR2231,14TH STREET
Minimum Vertical Clearance: 4.87m (15.98ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 16.4m (53.8ft)

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Structure Number: 350133,  Location: 0.1 MI. N. JCT. SR1301 (Lat: 35.728928,  Lng: -81.363214),  Route carried "under" structure: US 321,  Year Built: 1955,  Structure Length: 0. m,  Average Daily Traffic: 18,500 (year 2013),  Truck Traffic: 12%,  Features Intersected: SR2231,14TH STREET
Minimum Vertical Clearance: 5.00m (16.40ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 16.4m (53.8ft)

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Structure Number: 350133,  Location: 0.1 MI. N. JCT. SR1301 (Lat: 35.728928,  Lng: -81.363214),  Route carried "under" structure: US 321,  Year Built: 1955,  Structure Length: 0. m,  Average Daily Traffic: 18,500 (year 2013),  Truck Traffic: 12%,  Features Intersected: SR2231,14TH STREET
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 16.4m (53.8ft)

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Structure Number: 350142,  Location: 0.1 MI. N. JCT. SR2231 (Lat: 35.729767,  Lng: -81.364053),  Route carried "under" structure: US 321,  Year Built: 1955,  Structure Length: 0. m,  Average Daily Traffic: 18,000 (year 2015),  Truck Traffic: 12%,  Features Intersected: SR1692
Minimum Vertical Clearance: 4.74m (15.55ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 14.3m (46.9ft)