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

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Structure Number: 670142,  Location: 0.1 MI. W. JCT. SR1893 (Lat: 36.257503,  Lng: -80.323681),  Route carried "on" structure: State highway 1639,  Year Built: 2017,  Status: Open,  Structure Length: 2.65m (8.69ft),  Average Daily Traffic: 1,300 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 2,600 (year 2040),  Design Load: HL 93,  Features Intersected: WEST FORK MUDDY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.0m (19.7ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 25.6m (84.0ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 83.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 60.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 670283,  Location: 0.1 MI. N. JCT. SR1639 (Lat: 36.258311,  Lng: -80.323972),  Route carried "on" structure: State highway 1893,  Year Built: 2017,  Status: Open,  Structure Length: 2.04m (6.69ft),  Average Daily Traffic: 100 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 200 (year 2040),  Design Load: HL 93,  Features Intersected: MUDDY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.0m (19.7ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 20.1m (65.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 41.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 670347,  Location: 1.8 MI. N. JCT. SR1634 (Lat: 36.260444,  Lng: -80.364886),  Route carried "on" structure: State highway 1611,  Year Built: 2011,  Status: Open,  Structure Length: 7.28m (23.88ft),  Average Daily Traffic: 13,000 (year 2017),  Truck Traffic: 6%,  Average Future Daily Traffic: 26,000 (year 2040),  Design Load: HL 93,  Features Intersected: US52
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 26.8m (87.9ft),  Skew: 22 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 35.9m (117.8ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 25.6m (84.0ft),  Out-to-Out Width: 29.6m (97.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 58.0 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: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 670428,  Location: .05 MI.W. JCT.US52N RAMP (Lat: 36.248228,  Lng: -80.352742),  Route carried "on" structure: State highway 1634,  Year Built: 1986,  Status: Open,  Structure Length: 6.70m (21.98ft),  Average Daily Traffic: 5,800 (year 2017),  Truck Traffic: 6%,  Average Future Daily Traffic: 11,600 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: US52
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 23.7m (77.8ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 68.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  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: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 1690009,  Location: 25 FT. S. JCT. SR1168 (Lat: 36.356792,  Lng: -80.337631),  Route carried "on" structure: State highway 1166,  Year Built: 1984,  Status: Open,  Structure Length: 1.18m (3.87ft),  Average Daily Traffic: 500 (year 2015),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,040 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: E. PRONG LITTLE YADKIN R
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 5.7m (18.7ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 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: Equal to 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: 169001,  Location: 1.0 MI. E. JCT. SR1222 (Lat: 36.272208,  Lng: -80.376622),  Route carried "on" structure: State highway 1105,  Year Built: 1960,  Status: Temporarily open,  Structure Length: 8.10m (26.57ft),  Average Daily Traffic: 3,000 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 6,000 (year 2040),  Design Load: H 15,  Features Intersected: US52
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 22.8m (74.8ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Fair,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Underclear: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1690011,  Location: 50 FT. S. JCT. SR1163 (Lat: 36.335397,  Lng: -80.363367),  Route carried "on" structure: State highway 1166,  Year Built: 2016,  Status: Open,  Structure Length: 2.65m (8.69ft),  Average Daily Traffic: 300 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 600 (year 2040),  Design Load: HL 93,  Features Intersected: E. PRONG LITTLE YADKIN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 25.6m (84.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 83.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 60.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: Febuary 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1690023,  Location: 0.2 MI. E. JCT. SR1304 (Lat: 36.282967,  Lng: -80.392042),  Route carried "on" structure: State highway 1102,  Year Built: 1960,  Status: Open,  Structure Length: 6.61m (21.69ft),  Average Daily Traffic: 1,600 (year 2015),  Truck Traffic: 6%,  Average Future Daily Traffic: 3,200 (year 2040),  Design Load: HS 15,  Features Intersected: US52
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),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 16.1m (52.8ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 79.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1690045,  Location: 0.1 MI. N. JCT. SR2001 (Lat: 36.323053,  Lng: -80.302772),  Route carried "on" structure: State highway 1998,  Year Built: 2016,  Status: Open,  Structure Length: 2.80m (9.19ft),  Average Daily Traffic: 870 (year 2013),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,740 (year 2040),  Design Load: HL 93,  Features Intersected: BRUSHY FORK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 26.8m (87.9ft),  Curb-To-Curb Width: 8.3m (27.2ft),  Out-to-Out Width: 9.0m (29.5ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 62.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 48.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1690046,  Location: 0.2 MI. N. JCT. SR2006 (Lat: 36.337636,  Lng: -80.298411),  Route carried "on" structure: State highway 1998,  Year Built: 2001,  Status: Open,  Structure Length: 2.89m (9.48ft),  Average Daily Traffic: 480 (year 2016),  Truck Traffic: 6%,  Average Future Daily Traffic: 960 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: TOWN FORK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 28.0m (91.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 60.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 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: 1690048,  Location: 0.3 MI. W. JCT. SR2006 (Lat: 36.333133,  Lng: -80.308108),  Route carried "on" structure: State highway 2002,  Year Built: 1982,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 700 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,400 (year 2040),  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: 6.0m (19.7ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 2.7m (8.9ft)

Condition: Channel: Fair,  Culverts: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 89.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present 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: 1690133,  Location: 100 FT. S. JCT. SR1666 (Lat: 36.428147,  Lng: -80.213278),  Route carried "on" structure: State highway 1668,  Year Built: 2006,  Status: Open,  Structure Length: 9.75m (31.99ft),  Average Daily Traffic: 100 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 200 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: DAN RIVER
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: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 44.1m (144.7ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.3m (27.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 85.2 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: 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: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1690134,  Location: 175 FT. W. JCT. SR1222 (Lat: 36.268464,  Lng: -80.391117),  Route carried "on" structure: State highway 1105,  Year Built: 1983,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 830 (year 2012),  Truck Traffic: 7%,  Average Future Daily Traffic: 1,660 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: CROOKED RUN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.3m (10.8ft)

Condition: Channel: Fair,  Culverts: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 71.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020

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Structure Number: 169016,  Location: 0.6 MI. N. JCT. SR1212 (Lat: 36.469711,  Lng: -80.397192),  Route carried "on" structure: State highway 1214,  Year Built: 1981,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 110 (year 2000),  Truck Traffic: 6%,  Average Future Daily Traffic: 220 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: MEADOW CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 5.4m (17.7ft),  Material/Design: Steel,  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: 89.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 89.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Meets minimum limits,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020

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Structure Number: 1690165,  Location: 0.2 MI. S. JCT. SR1137 (Lat: 36.306592,  Lng: -80.372108),  Route carried "on" structure: State highway 1138,  Year Built: 1980,  Status: Open,  Structure Length: 3.26m (10.70ft),  Average Daily Traffic: 300 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 600 (year 2040),  Features Intersected: DANBURY 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: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.6m (34.8ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 52.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1690172,  Location: 0.1 MI. W. JCT. SR1998 (Lat: 36.324603,  Lng: -80.303914),  Route carried "on" structure: State highway 2001,  Year Built: 1993,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 140 (year 2000),  Truck Traffic: 6%,  Average Future Daily Traffic: 240 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: UT TO STRAIGHT FORK CRK.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 5.7m (18.7ft),  Skew: 1 degrees,  Material/Design: Steel,  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: 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: Febuary 2021

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Structure Number: 169019,  Location: 0.1 MI. N. JCT. SR1446 (Lat: 36.501981,  Lng: -80.250939),  Route carried "on" structure: State highway 1445,  Year Built: 1991,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 450 (year 2001),  Truck Traffic: 6%,  Average Future Daily Traffic: 900 (year 2040),  Design Load: HS 20,  Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 5.7m (18.7ft),  Material/Design: Steel,  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: 89.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 89.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Meets minimum limits,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020

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Structure Number: 1690193,  Location: 0.6 MI. S. JCT. SR1961 (Lat: 36.266286,  Lng: -80.273486),  Route carried "on" structure: State highway 1962,  Year Built: 2000,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 170 (year 2013),  Truck Traffic: 7%,  Average Future Daily Traffic: 340 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: PAYNES BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.0m (19.7ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Fair,  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: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021

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Structure Number: 1690212,  Location: 150 FT. S. JCT. SR1163 (Lat: 36.331619,  Lng: -80.385083),  Route carried "on" structure: State highway 1224,  Year Built: 1950,  Year Reconstructed: 1982,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 140 (year 1994),  Truck Traffic: 6%,  Average Future Daily Traffic: 280 (year 2040),  Features Intersected: E.PRONG LITTLE YADKIN R.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 5.1m (16.7ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.9m (48.9ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 5.8m (19.0ft),  Out-to-Out Width: 6.1m (20.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Fair,  Operating Rating: 73.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1690215,  Location: 100 FT.W.JCT.SR1166 (Lat: 36.357119,  Lng: -80.337981),  Route carried "on" structure: State highway 1168,  Year Built: 1984,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 550 (year 2019),  Average Future Daily Traffic: 1,100 (year 2040),  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: 5.7m (18.7ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 2.7m (8.9ft)

Condition: Channel: Fair,  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: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021

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Structure Number: 1690216,  Location: 0.9 MI. S. JCT.NC66 (Lat: 36.360219,  Lng: -80.337656),  Route carried "on" structure: State highway 1166,  Year Built: 1984,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 500 (year 2015),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,000 (year 2040),  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: 5.7m (18.7ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 2.7m (8.9ft)

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

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Structure Number: 169028,  Location: 0.5 MI. N. JCT. SR1697 (Lat: 36.426961,  Lng: -80.165242),  Route carried "on" structure: State highway 1674,  Year Built: 1997,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 730 (year 2013),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,460 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: REDMAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Skew: 3 degrees,  Material/Design: Aluminum, Iron,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 39.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable 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 2020

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Structure Number: 1690286,  Location: 100 FT. S. JCT. SR1127 (Lat: 36.313006,  Lng: -80.400569),  Route carried "on" structure: State highway 1236,  Year Built: 1936,  Status: Open,  Structure Length: 5.79m (19.00ft),  Average Daily Traffic: 4,200 (year 2014),  Truck Traffic: 7%,  Average Future Daily Traffic: 8,400 (year 2040),  Design Load: HS 15,  Features Intersected: LITTLE YADKIN RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 14.0m (45.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.2m (23.6ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Fair,  Operating Rating: 45.3 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: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1690291,  Location: 1.4 MI. S. JCT. SR1968 (Lat: 36.286556,  Lng: -80.288517),  Route carried "on" structure: State highway 1966,  Year Built: 1979,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 600 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,200 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: TIMMONS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 5.7m (18.7ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.2m (26.9ft)

Condition: Channel: Satisfactory,  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: Febuary 2021

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Structure Number: 1690294,  Location: 0.1 MI. N. JCT. SR1118 (Lat: 36.263603,  Lng: -80.322300),  Route carried "on" structure: State highway 1236,  Year Built: 1960,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 6,300 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 12,600 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: MUDDY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft)

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: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021

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Structure Number: 1690297,  Location: 0.1 MI. S. JCT. SR1139 (Lat: 36.309125,  Lng: -80.394325),  Route carried "on" structure: State highway 1236,  Year Built: 1960,  Status: Open,  Structure Length: 1.49m (4.89ft),  Average Daily Traffic: 5,000 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 10,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: DANBURY 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: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.0m (9.8ft)

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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020

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Structure Number: 1690299,  Location: 0.3 MI. S. JCT. SR1112 (Lat: 36.279853,  Lng: -80.386844),  Route carried "on" structure: US 52,  Year Built: 1962,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 34,000 (year 2019),  Truck Traffic: 12%,  Average Future Daily Traffic: 68,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: CROOKED RUN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 38.100,  Lanes on structure: 4,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 52),  Owner: State Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Skew: 23 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.1m (6.9ft)

Condition: Channel: 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: Febuary 2021

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Structure Number: 1690301,  Location: 0.2 MI. N. JCT. SR1357 (Lat: 36.305456,  Lng: -80.360864),  Route carried "on" structure: State highway 1128,  Year Built: 2004,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 3,400 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 6,800 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: GOFF 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: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.6m (11.8ft)

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: Febuary 2021

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Structure Number: 670347,  Location: 1.8 MI. N. JCT. SR1634 (Lat: 36.260444,  Lng: -80.364886),  Route carried "under" structure: US 52,  Year Built: 2011,  Structure Length: 0. m,  Average Daily Traffic: 20,500 (year 2018),  Truck Traffic: 12%,  Features Intersected: SR1611
Minimum Vertical Clearance: 5.34m (17.52ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.9m (117.8ft)

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Structure Number: 670347,  Location: 1.8 MI. N. JCT. SR1634 (Lat: 36.260444,  Lng: -80.364886),  Route carried "under" structure: US 52,  Year Built: 2011,  Structure Length: 0. m,  Average Daily Traffic: 18,000 (year 2013),  Truck Traffic: 12%,  Features Intersected: SR1611
Minimum Vertical Clearance: 5.51m (18.08ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.9m (117.8ft)

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Structure Number: 670428,  Location: .05 MI.W. JCT.US52N RAMP (Lat: 36.248228,  Lng: -80.352742),  Route carried "under" structure: US 52,  Year Built: 1986,  Structure Length: 0. m,  Average Daily Traffic: 20,500 (year 2018),  Truck Traffic: 12%,  Features Intersected: SR1634
Minimum Vertical Clearance: 5.21m (17.09ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 3,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.7m (77.8ft)

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Structure Number: 670428,  Location: .05 MI.W. JCT.US52N RAMP (Lat: 36.248228,  Lng: -80.352742),  Route carried "under" structure: US 52,  Year Built: 1986,  Structure Length: 0. m,  Average Daily Traffic: 20,500 (year 2017),  Truck Traffic: 12%,  Features Intersected: SR1634
Minimum Vertical Clearance: 5.50m (18.04ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.7m (77.8ft)

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Structure Number: 169001,  Location: 1.0 MI. E. JCT. SR1222 (Lat: 36.272208,  Lng: -80.376622),  Route carried "under" structure: US 52,  Year Built: 1960,  Structure Length: 0. m,  Average Daily Traffic: 19,500 (year 2017),  Truck Traffic: 12%,  Features Intersected: SR1105
Minimum Vertical Clearance: 4.90m (16.08ft),  Kilometerpoint: 37.795,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.8m (74.8ft)

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Structure Number: 169001,  Location: 1.0 MI. E. JCT. SR1222 (Lat: 36.272208,  Lng: -80.376622),  Route carried "under" structure: US 52,  Year Built: 1960,  Structure Length: 0. m,  Average Daily Traffic: 19,500 (year 2017),  Truck Traffic: 12%,  Features Intersected: SR1105
Minimum Vertical Clearance: 4.80m (15.75ft),  Kilometerpoint: 37.795,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.8m (74.8ft)

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Structure Number: 169001,  Location: 1.0 MI. E. JCT. SR1222 (Lat: 36.272208,  Lng: -80.376622),  Route carried "under" structure: US 52,  Year Built: 1960,  Structure Length: 0. m,  Average Daily Traffic: 19,500 (year 2017),  Truck Traffic: 12%,  Features Intersected: SR1105
Minimum Vertical Clearance: 4.90m (16.08ft),  Kilometerpoint: 37.795,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.8m (74.8ft)

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Structure Number: 169001,  Location: 1.0 MI. E. JCT. SR1222 (Lat: 36.272208,  Lng: -80.376622),  Route carried "under" structure: US 52,  Year Built: 1960,  Structure Length: 0. m,  Average Daily Traffic: 19,500 (year 2017),  Truck Traffic: 12%,  Features Intersected: SR1105
Minimum Vertical Clearance: 4.80m (15.75ft),  Kilometerpoint: 37.795,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.8m (74.8ft)

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Structure Number: 1690023,  Location: 0.2 MI. E. JCT. SR1304 (Lat: 36.282967,  Lng: -80.392042),  Route carried "under" structure: US 52,  Year Built: 1960,  Structure Length: 0. m,  Average Daily Traffic: 15,000 (year 2015),  Truck Traffic: 14%,  Features Intersected: SR1102
Minimum Vertical Clearance: 4.77m (15.65ft),  Kilometerpoint: 38.191,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 16.1m (52.8ft)

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Structure Number: 1690023,  Location: 0.2 MI. E. JCT. SR1304 (Lat: 36.282967,  Lng: -80.392042),  Route carried "under" structure: US 52,  Year Built: 1960,  Structure Length: 0. m,  Average Daily Traffic: 15,000 (year 2015),  Truck Traffic: 14%,  Features Intersected: SR1102
Minimum Vertical Clearance: 4.85m (15.91ft),  Kilometerpoint: 38.191,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 16.1m (52.8ft)