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


  • National Bridge Inventory (NBI) Statistics
  • 87Number of bridges
  • 501m1,644ftTotal length
  • 1,770,930Total average daily traffic
  • 236,649Total average daily truck traffic
  • National Bridge Inventory (NBI) Registered Bridges for Hickory
  • No street view available for this location

New bridges - Historical Statistics

  • 11930-1939
  • 11940-1949
  • 131950-1959
  • 71960-1969
  • 361970-1979
  • 81980-1989
  • 161990-1999
  • 32000-2009
  • 22010-2015

Reconstructed bridges - Historical Statistics

  • 11950-1959
  • 11960-1969
  • 11970-1979
  • 11980-1989
  • 21990-1999
  • 12000-2009

Average Daily Traffic

Bridge Condition - Deck

Bridge Condition - Superstructure

Bridge Condition - Substructure

Bridge Condition - Channel

Bridge Condition - Culverts

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Structure Number: 30105,  Location: 0.4 MI. E. JCT. SR1144 (Lat: 35.816953,  Lng: -81.327319),  Route carried "on" structure: State highway 1143,  Year Built: 1996,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 2,800 (year 2013),  Truck Traffic: 7%,  Average Future Daily Traffic: 5,600 (year 2025),  Design Load: HS 20+Mod,  Features Intersected: ISAAC CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.7m (12.1ft)

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: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 14
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Structure Number: 350026,  Location: 0.2 MI. N. JCT. SR1007 (Lat: 35.728208,  Lng: -81.264333),  Route carried "on" structure: State highway 1441,  Year Built: 1990,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 2,800 (year 2011),  Truck Traffic: 7%,  Average Future Daily Traffic: 5,600 (year 2025),  Design Load: HS 20+Mod,  Features Intersected: LYLE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 63.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 49.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 13
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Structure Number: 350027,  Location: 0.4 MI. E. JCT. SR1509 (Lat: 35.801914,  Lng: -81.244025),  Route carried "on" structure: State highway 1529,  Year Built: 2014,  Status: Open,  Structure Length: 2.83m (9.28ft),  Average Daily Traffic: 680 (year 2011),  Truck Traffic: 7%,  Average Future Daily Traffic: 1,360 (year 2025),  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: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.9m (39.0ft),  Curb-To-Curb Width: 8.4m (27.6ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 49.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 38.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable 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: May 14,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 350028,  Location: 0.5 MI. E. JCT. SR1401 (Lat: 35.787364,  Lng: -81.285406),  Route carried "on" structure: State highway 1507,  Year Built: 1959,  Year Reconstructed: 2009,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 3,300 (year 2011),  Truck Traffic: 7%,  Average Future Daily Traffic: 7,600 (year 2025),  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: 5.8m (19.0ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 7.1m (23.3ft),  Out-to-Out Width: 7.5m (24.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 65.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  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: January 13,  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 350031,  Location: 0.4 MI. S. JCT. SR1608 (Lat: 35.770928,  Lng: -81.286647),  Route carried "on" structure: State highway 1400,  Year Built: 1952,  Year Reconstructed: 1982,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 6,750 (year 2011),  Truck Traffic: 6%,  Average Future Daily Traffic: 13,500 (year 2025),  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: 5.8m (19.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 81.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 13,  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 350032,  Location: 0.4 MI. S. JCT. SR1204 (Lat: 35.706058,  Lng: -81.390925),  Route carried "on" structure: State highway 1124,  Year Built: 1975,  Status: Open,  Structure Length: 8.26m (27.10ft),  Average Daily Traffic: 5,300 (year 2011),  Truck Traffic: 6%,  Average Future Daily Traffic: 10,000 (year 2025),  Design Load: HS 20+Mod,  Features Intersected: I40
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 1,  Length of Maximum Span: 34.4m (112.9ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 21.3m (69.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 85.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 50.8 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: January 13,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 350034,  Location: 0.6 MI. E. JCT. NC127 (Lat: 35.772578,  Lng: -81.320019),  Route carried "on" structure: State highway 1404,  Year Built: 1954,  Year Reconstructed: 1972,  Status: Posted for load,  Structure Length: 3.08m (10.10ft),  Average Daily Traffic: 8,600 (year 2011),  Truck Traffic: 12%,  Average Future Daily Traffic: 17,200 (year 2025),  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: 5.8m (19.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 1,  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: 7.1m (23.3ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Fair,  Channel: Good,  Operating Rating: 36.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 13,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 350035,  Location: 0.3 MI. E. JCT. SR1361 (Lat: 35.722136,  Lng: -81.356022),  Route carried "on" structure: US 70,  Year Built: 1980,  Status: Open,  Structure Length: 7.22m (23.69ft),  Average Daily Traffic: 16,000 (year 2011),  Truck Traffic: 12%,  Average Future Daily Traffic: 32,000 (year 2025),  Design Load: HS 20+Mod,  Features Intersected: US321
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 70),  Owner: State Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Skew: 21 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 39.6m (129.9ft),  Curb-To-Curb Width: 32.9m (107.9ft),  Out-to-Out Width: 33.5m (109.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 62.6 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: January 13,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 350036,  Location: 0.6 MI. W. JCT. UN19 (Lat: 35.706872,  Lng: -81.365742),  Route carried "on" structure: Interstate 40,  Year Built: 1975,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 47,000 (year 2011),  Truck Traffic: 16%,  Average Future Daily Traffic: 94,000 (year 2025),  Design Load: HS 20+Mod,  Features Intersected: LONGVIEW CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 196.823,  Lanes on structure: 5,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 40),  Owner: State Highway Agency,  Approaching Roadway Width: 25.0m (82.0ft),  Skew: 22 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Poor,  Operating Rating: 41.7 metric tons,  Inventory Rating: 32.7 metric tons,  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: January 13
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Structure Number: 350038,  Location: 1.8 MI.N.JCT.OLD LENOIR R (Lat: 35.762944,  Lng: -81.360194),  Route carried "on" structure: City street ,  Year Built: 1983,  Status: Open,  Structure Length: 10.36m (33.99ft),  Average Daily Traffic: 1,400 (year 1994),  Truck Traffic: 7%,  Average Future Daily Traffic: 2,800 (year 2025),  Design Load: HS 20+Mod,  Features Intersected: LAKE HICKORY INLET,  Facility Carried by Structure: 21ST AVE.NORTHWEST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.2m (36.7ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Channel: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 59.9 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 13,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 35004,  Location: 0.05 MI. N. JCT. SR1255 (Lat: 35.697597,  Lng: -81.393603),  Route carried "on" structure: State highway 1124,  Year Built: 1994,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 2,900 (year 2011),  Truck Traffic: 7%,  Average Future Daily Traffic: 6,200 (year 2025),  Design Load: HS 20+Mod,  Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 2 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: Good,  Operating Rating: 57.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 43.5 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: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 13
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Structure Number: 350041,  Location: 0.6 MI. S. JCT. SR1206 (Lat: 35.684661,  Lng: -81.403767),  Route carried "on" structure: State highway 1124,  Year Built: 1973,  Status: Open,  Structure Length: 6.40m (21.00ft),  Average Daily Traffic: 2,600 (year 2011),  Truck Traffic: 7%,  Average Future Daily Traffic: 6,200 (year 2025),  Design Load: HS 20+Mod,  Features Intersected: HENRY FORK RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.8m (78.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 67.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to 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: January 13,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 350043,  Location: 100 FT. W. JCT. SR1133 (Lat: 35.660664,  Lng: -81.342361),  Route carried "on" structure: State highway 1131,  Year Built: 1950,  Status: Posted for load,  Structure Length: 1.43m (4.69ft),  Average Daily Traffic: 610 (year 2011),  Truck Traffic: 7%,  Average Future Daily Traffic: 1,520 (year 2025),  Features Intersected: HOP CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.4m (44.0ft),  Curb-To-Curb Width: 5.9m (19.4ft),  Out-to-Out Width: 6.1m (20.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 20.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 12.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Somewhat better than minimum adequacy,  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,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: December 12,  Underwater Inspection Date: December 10,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 350045,  Location: 0.6 MI. N. JCT. SR1132 (Lat: 35.666667,  Lng: -81.364506),  Route carried "on" structure: State highway 1131,  Year Built: 1959,  Year Reconstructed: 1989,  Status: Temporarily open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 940 (year 2011),  Truck Traffic: 7%,  Average Future Daily Traffic: 1,880 (year 2025),  Features Intersected: HOP CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  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: 5.9m (19.4ft),  Out-to-Out Width: 6.1m (20.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Serious,  Channel: Fair,  Operating Rating: 0.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 0.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of corrective action,  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: December 12,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 350047,  Location: 0.4 MI. E. JCT. SR1171 (Lat: 35.702792,  Lng: -81.319453),  Route carried "on" structure: State highway 1170,  Year Built: 1990,  Status: Open,  Structure Length: 0.61m (2.00ft),  Average Daily Traffic: 3,400 (year 2011),  Truck Traffic: 7%,  Average Future Daily Traffic: 7,600 (year 2025),  Design Load: HS 20+Mod,  Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 5.8m (19.0ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft)

Condition: Channel: Good,  Culverts: Fair,  Operating Rating: 47.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 36.3 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: December 12
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Structure Number: 350055,  Location: 1.0 MI. S. JCT. SR1131 (Lat: 35.647433,  Lng: -81.336933),  Route carried "on" structure: State highway 1139,  Year Built: 1964,  Status: Open,  Structure Length: 4.57m (14.99ft),  Average Daily Traffic: 750 (year 2011),  Truck Traffic: 7%,  Average Future Daily Traffic: 1,500 (year 2025),  Design Load: HS 15,  Features Intersected: JACOBS FORK RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 11.3m (37.1ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.9m (29.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 47.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 12,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 350063,  Location: 0.2 MI. E. JCT. SR1182 (Lat: 35.716861,  Lng: -81.339928),  Route carried "on" structure: State highway 127,  Year Built: 1965,  Status: Open,  Structure Length: 4.82m (15.81ft),  Average Daily Traffic: 9,700 (year 2011),  Truck Traffic: 12%,  Average Future Daily Traffic: 19,600 (year 2025),  Design Load: HS 20+Mod,  Features Intersected: US70,US321 BUS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 5,  Base Highway Network: Yes (Inventory Route: 3,  Subroute: 27),  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.3m (83.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 16.3m (53.5ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 56.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 13,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 350068,  Location: 0.3 MI. S. JCT. US70 (Lat: 35.710681,  Lng: -81.338453),  Route carried "on" structure: State highway 2959,  Year Built: 1975,  Status: Open,  Structure Length: 8.26m (27.10ft),  Average Daily Traffic: 3,800 (year 2011),  Truck Traffic: 7%,  Average Future Daily Traffic: 7,600 (year 2025),  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,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 1 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: 30.5m (100.1ft),  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: 19.6m (64.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 59.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to 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: March 13,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 350071,  Location: 0.3 MI. W. JCT. UN19 (Lat: 35.707619,  Lng: -81.357050),  Route carried "on" structure: Interstate 40,  Year Built: 1975,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 47,000 (year 2011),  Truck Traffic: 16%,  Average Future Daily Traffic: 94,000 (year 2025),  Design Load: HS 20+Mod,  Features Intersected: GEITNER BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 197.627,  Lanes on structure: 8,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 40),  Owner: State Highway Agency,  Approaching Roadway Width: 56.1m (184.1ft),  Skew: 20 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: Fair,  Culverts: Poor,  Operating Rating: 41.7 metric tons,  Inventory Rating: 32.7 metric tons,  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: January 13
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Structure Number: 350074,  Location: 0.5 MI. W. JCT. SR1476 (Lat: 35.697964,  Lng: -81.270331),  Route carried "on" structure: US 70,  Year Built: 1955,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 16,000 (year 2011),  Truck Traffic: 12%,  Average Future Daily Traffic: 34,000 (year 2025),  Design Load: HS 20+Mod,  Features Intersected: CLARK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 70),  Owner: State Highway Agency,  Approaching Roadway Width: 16.8m (55.1ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 41.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 13
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Structure Number: 350075,  Location: 0.1 MI. S. JCT. SR1314 (Lat: 35.732578,  Lng: -81.334208),  Route carried "on" structure: City street ,  Year Built: 2003,  Status: Open,  Structure Length: 5.33m (17.49ft),  Average Daily Traffic: 1,600 (year 2007),  Truck Traffic: 7%,  Average Future Daily Traffic: 3,200 (year 2025),  Design Load: HS 20+Mod,  Features Intersected: NC127,  Facility Carried by Structure: MAIN AVENUE
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: 7.9m (25.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 25.6m (84.0ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 58.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 13,  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: 350077,  Location: 1.0 MI. S. JCT. US70 (Lat: 35.708086,  Lng: -81.353208),  Route carried "on" structure: Interstate 40,  Year Built: 1975,  Status: Open,  Structure Length: 11.55m (37.89ft),  Average Daily Traffic: 27,500 (year 2011),  Truck Traffic: 16%,  Average Future Daily Traffic: 55,000 (year 2025),  Design Load: HS 20+Mod,  Features Intersected: US321
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 197.949,  Lanes on structure: 2,  Lanes under structure: 8,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 40),  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 10 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 30.8m (101.0ft),  Curb-To-Curb Width: 12.4m (40.7ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 80.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 13,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 350078,  Location: 1.0 MI. S. JCT. US70 (Lat: 35.708381,  Lng: -81.353303),  Route carried "on" structure: Interstate 40,  Year Built: 1976,  Status: Open,  Structure Length: 11.55m (37.89ft),  Average Daily Traffic: 27,500 (year 2011),  Truck Traffic: 16%,  Average Future Daily Traffic: 55,000 (year 2025),  Design Load: HS 20+Mod,  Features Intersected: US321
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 197.949,  Lanes on structure: 2,  Lanes under structure: 8,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 40),  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 10 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 30.8m (101.0ft),  Curb-To-Curb Width: 12.4m (40.7ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 82.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 13,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 350082,  Location: 0.5 MI. W. JCT. SR1165 (Lat: 35.676792,  Lng: -81.259472),  Route carried "on" structure: State highway 1165,  Year Built: 1999,  Status: Open,  Structure Length: 4.33m (14.21ft),  Average Daily Traffic: 3,400 (year 2011),  Truck Traffic: 7%,  Average Future Daily Traffic: 6,200 (year 2025),  Design Load: HS 20+Mod,  Features Intersected: CLARK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 63.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 13,  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: 350091,  Location: 0.2 MI. N. JCT. SR1351 (Lat: 35.802400,  Lng: -81.304431),  Route carried "on" structure: State highway 127,  Year Built: 1968,  Status: Open,  Structure Length: 28.68m (94.09ft),  Average Daily Traffic: 20,000 (year 2011),  Truck Traffic: 6%,  Average Future Daily Traffic: 40,000 (year 2025),  Design Load: HS 20+Mod,  Features Intersected: CATAWBA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 3,  Subroute: 27),  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Number Of Approach Spans: 2,  Length of Maximum Span: 57.9m (190.0ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.1m (36.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 76.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: March 13,  Underwater Inspection Date: October 13,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 350104,  Location: 1.0 MI. S. JCT. US70 (Lat: 35.707869,  Lng: -81.353144),  Route carried "on" structure: Ramp Interstate 40,  Year Built: 1976,  Status: Open,  Structure Length: 11.67m (38.29ft),  Average Daily Traffic: 8,000 (year 2011),  Truck Traffic: 16%,  Average Future Daily Traffic: 16,000 (year 2025),  Design Load: HS 20+Mod,  Features Intersected: US321
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 197.949,  Lanes on structure: 2,  Lanes under structure: 8,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 40),  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 10 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 31.4m (103.0ft),  Curb-To-Curb Width: 11.2m (36.7ft),  Out-to-Out Width: 11.7m (38.4ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 84.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 50.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 13,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 350106,  Location: 1.0 MI. S. JCT. US70 (Lat: 35.708597,  Lng: -81.353378),  Route carried "on" structure: Ramp Interstate 40,  Year Built: 1976,  Status: Open,  Structure Length: 11.34m (37.20ft),  Average Daily Traffic: 8,000 (year 2011),  Truck Traffic: 16%,  Average Future Daily Traffic: 16,000 (year 2025),  Design Load: HS 20+Mod,  Features Intersected: US321
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 197.949,  Lanes on structure: 2,  Lanes under structure: 8,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 40),  Owner: State Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Skew: 10 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 29.6m (97.1ft),  Curb-To-Curb Width: 11.2m (36.7ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 82.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.0 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 13,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 35011,  Location: 0.1 MI. N. JCT. US70 (Lat: 35.724242,  Lng: -81.356925),  Route carried "on" structure: City street ,  Year Built: 1980,  Status: Open,  Structure Length: 10.18m (33.40ft),  Average Daily Traffic: 12,000 (year 2007),  Truck Traffic: 7%,  Average Future Daily Traffic: 24,000 (year 2025),  Design Load: HS 20+Mod,  Features Intersected: US321,  Facility Carried by Structure: 7TH AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 43.9m (144.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 16.0m (52.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 69.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 13,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 350123,  Location: 0.3 MI. S. JCT. SR1183 (Lat: 35.709422,  Lng: -81.344775),  Route carried "on" structure: State highway 127,  Year Built: 1976,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 10.18m (33.40ft),  Average Daily Traffic: 10,350 (year 2011),  Truck Traffic: 12%,  Average Future Daily Traffic: 20,700 (year 2025),  Design Load: HS 20+Mod,  Features Intersected: I40
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 6,  Base Highway Network: Yes (Inventory Route: 4,  Subroute: 13),  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 9 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 42.4m (139.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 19.2m (63.0ft),  Out-to-Out Width: 21.4m (70.2ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 79.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to 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: March 13,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 350133,  Location: 0.1 MI. N. JCT. SR1301 (Lat: 35.728928,  Lng: -81.363214),  Route carried "on" structure: State highway 2331,  Year Built: 1955,  Status: Open,  Structure Length: 3.38m (11.09ft),  Average Daily Traffic: 4,200 (year 2011),  Truck Traffic: 6%,  Average Future Daily Traffic: 8,400 (year 2025),  Design Load: HS 15,  Features Intersected: US321
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: 7.3m (24.0ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 15.8m (51.8ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 52.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 13,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 350142,  Location: 0.1 MI. N. JCT. SR2231 (Lat: 35.729767,  Lng: -81.364053),  Route carried "on" structure: State highway 1692,  Year Built: 1955,  Status: Open,  Structure Length: 5.64m (18.50ft),  Average Daily Traffic: 4,800 (year 2011),  Truck Traffic: 12%,  Average Future Daily Traffic: 9,600 (year 2025),  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: 7.3m (24.0ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 14.0m (45.9ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 13,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 350143,  Location: 0.8 MI. E. JCT. NC127 (Lat: 35.712436,  Lng: -81.329914),  Route carried "on" structure: Interstate 40,  Year Built: 1975,  Status: Open,  Structure Length: 10.64m (34.91ft),  Average Daily Traffic: 31,500 (year 2011),  Truck Traffic: 16%,  Average Future Daily Traffic: 63,000 (year 2025),  Design Load: HS 20+Mod,  Features Intersected: US70,US321 BUS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 200.042,  Lanes on structure: 2,  Lanes under structure: 5,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 40),  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 15 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 56.1m (184.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 87.1 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: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 13,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 350144,  Location: 0.8 MI. E. JCT. NC127 (Lat: 35.712617,  Lng: -81.330517),  Route carried "on" structure: Interstate 40,  Year Built: 1975,  Status: Open,  Structure Length: 10.61m (34.81ft),  Average Daily Traffic: 31,500 (year 2011),  Truck Traffic: 16%,  Average Future Daily Traffic: 63,000 (year 2025),  Design Load: HS 20+Mod,  Features Intersected: US70,US321 BUS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 200.042,  Lanes on structure: 2,  Lanes under structure: 5,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 40),  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Skew: 15 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 53.9m (176.8ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 57.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 13,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 350149,  Location: 0.2 MI. N. JCT. US70,U321 (Lat: 35.713822,  Lng: -81.323117),  Route carried "on" structure: State highway 1462,  Year Built: 1975,  Status: Open,  Structure Length: 11.55m (37.89ft),  Average Daily Traffic: 2,100 (year 2009),  Truck Traffic: 7%,  Average Future Daily Traffic: 4,200 (year 2025),  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: 9.8m (32.2ft),  Skew: 4 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: 43.9m (144.0ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 46.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 13,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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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: 29,000 (year 2011),  Truck Traffic: 6%,  Average Future Daily Traffic: 58,000 (year 2025),  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: 24.4m (80.1ft),  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: 33.2m (108.9ft),  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: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 60.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 13,  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: 59,000 (year 2013),  Truck Traffic: 16%,  Average Future Daily Traffic: 118,000 (year 2025),  Design Load: HS 20+Mod,  Features Intersected: CLARK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 203.582,  Lanes on structure: 4,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 40),  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  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: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 41.7 metric tons,  Inventory Rating: 32.7 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 15
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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: 4,300 (year 2011),  Truck Traffic: 7%,  Average Future Daily Traffic: 8,600 (year 2025),  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: 10.4m (34.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 37.8m (124.0ft),  Curb-To-Curb Width: 13.4m (44.0ft),  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: Better than 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 13,  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. N. JCT. SR1475 (Lat: 35.707433,  Lng: -81.278569),  Route carried "on" structure: Interstate 40,  Year Built: 1975,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 56,000 (year 2011),  Truck Traffic: 16%,  Average Future Daily Traffic: 112,000 (year 2025),  Design Load: HS 20+Mod,  Features Intersected: CLARK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 204.870,  Lanes on structure: 4,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 40),  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 24 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 41.7 metric tons,  Inventory Rating: 32.7 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 13
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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: 1.25m (4.10ft),  Average Daily Traffic: 56,000 (year 2011),  Truck Traffic: 16%,  Average Future Daily Traffic: 124,000 (year 2025),  Design Load: HS 20+Mod,  Features Intersected: CLARK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 205.513,  Lanes on structure: 4,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 40),  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 23 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.4m (11.2ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 41.7 metric tons,  Inventory Rating: 32.7 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 13
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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: 8.84m (29.00ft),  Average Daily Traffic: 18,500 (year 2011),  Truck Traffic: 6%,  Average Future Daily Traffic: 37,000 (year 2025),  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: 20.1m (65.9ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 32.6m (107.0ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 21.3m (69.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 59.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.4 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: April 13,  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: 1.04m (3.41ft),  Average Daily Traffic: 9,100 (year 1994),  Truck Traffic: 7%,  Average Future Daily Traffic: 18,200 (year 2025),  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: 10.7m (35.1ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.4m (11.2ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 41.7 metric tons,  Inventory Rating: 32.7 metric tons,  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: December 13
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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: 1.19m (3.90ft),  Average Daily Traffic: 9,100 (year 1994),  Truck Traffic: 7%,  Average Future Daily Traffic: 18,200 (year 2025),  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: 10.4m (34.1ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 41.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 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,  Inspection Date: December 13
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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: 1.01m (3.31ft),  Average Daily Traffic: 1,600 (year 2011),  Truck Traffic: 7%,  Average Future Daily Traffic: 3,200 (year 2025),  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: 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: Febuary 13
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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: 0.88m (2.89ft),  Average Daily Traffic: 11,000 (year 2011),  Truck Traffic: 6%,  Average Future Daily Traffic: 22,000 (year 2025),  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: 3.7m (12.1ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 31.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.5 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,  Inspection Date: January 13
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Structure Number: 350282,  Location: 0.3 MI. E. 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: 10,000 (year 2011),  Truck Traffic: 6%,  Average Future Daily Traffic: 20,000 (year 2025),  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: 3.7m (12.1ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 41.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 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,  Inspection Date: January 13
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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: 0.82m (2.69ft),  Average Daily Traffic: 4,700 (year 1993),  Truck Traffic: 7%,  Average Future Daily Traffic: 11,920 (year 2025),  Features Intersected: CLARK CREEK,  Facility Carried by Structure: 15TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  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: Good,  Culverts: Satisfactory,  Operating Rating: 41.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 13
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