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


  • National Bridge Inventory (NBI) Statistics
  • 21Number of bridges
  • 157ft / 47.6mTotal length
  • 85,710Total average daily traffic
  • 17,380Total average daily truck traffic
  • National Bridge Inventory (NBI) Registered Bridges for Biscoe
  • No street view available for this location

New bridges in Biscoe, NC - historical statistics
  • New bridges - historical statistics
  • 11930-1939
  • 131970-1979
  • 31980-1989
  • 21990-1999
  • 22010-2019
Average Bridge Daily Traffic in Biscoe, NC
Average Bridge Truck Traffic in Biscoe, NC
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 14.3%Very good
  • 28.6%Good
  • 57.1%Satisfactory
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 28.6%Very good
  • 71.4%Good
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 42.9%Very good
  • 57.1%Good
Bridge Condition - Channel
  • Bridge Condition - Channel
  • 62.5%Good
  • 37.5%Satisfactory
Bridge Condition - Culverts
  • Bridge Condition - Culverts
  • 66.7%Good
  • 33.3%Satisfactory
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Structure Number: 123002,  Location: 0.9 MI. W. JCT. SR1505 (Lat: 35.333633,  Lng: -79.749542),  Route carried "on" structure: State highway 1500,  Year Built: 1979,  Status: Open,  Structure Length: 9.29m (30.48ft),  Average Daily Traffic: 1,300 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 2,600 (year 2040),  Design Load: HS 15,  Features Intersected: I73/74,US220
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: 5.4m (17.7ft),  Skew: 9 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 34.1m (111.9ft),  Curb-To-Curb Width: 8.9m (29.2ft),  Out-to-Out Width: 9.7m (31.8ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 68.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1230021,  Location: 0.4 MI. S. JCT. NC24&27 (Lat: 35.356392,  Lng: -79.764858),  Route carried "on" structure: Interstate 73,  Year Built: 1978,  Status: Open,  Structure Length: 4.81m (15.78ft),  Average Daily Traffic: 9,250 (year 2019),  Truck Traffic: 23%,  Average Future Daily Traffic: 18,500 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: SR1500
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.271,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 73),  Owner: State Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Skew: 13 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.5m (73.8ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 84.3 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: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1230023,  Location: 0.4 MI. S. JCT. NC24&27 (Lat: 35.356578,  Lng: -79.765283),  Route carried "on" structure: Interstate 73,  Year Built: 1978,  Status: Open,  Structure Length: 4.81m (15.78ft),  Average Daily Traffic: 9,250 (year 2019),  Truck Traffic: 23%,  Average Future Daily Traffic: 18,500 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: SR1500
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.935,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 73),  Owner: State Highway Agency,  Approaching Roadway Width: 16.4m (53.8ft),  Skew: 13 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 2,  Length of Maximum Span: 22.5m (73.8ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 17.5m (57.4ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 84.3 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: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1230033,  Location: 0.5 MI. E. JCT. US220A (Lat: 35.378400,  Lng: -79.766600),  Route carried "on" structure: State highway 1372,  Year Built: 1978,  Status: Open,  Structure Length: 8.44m (27.69ft),  Average Daily Traffic: 480 (year 2015),  Truck Traffic: 6%,  Average Future Daily Traffic: 960 (year 2040),  Design Load: HS 15,  Features Intersected: I73, I74, US220
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: 6.0m (19.7ft),  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: 32.6m (107.0ft),  Curb-To-Curb Width: 8.9m (29.2ft),  Out-to-Out Width: 9.9m (32.5ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 57.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.4 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1230035,  Location: 0.18 MI. E. JCT. SR1577 (Lat: 35.360983,  Lng: -79.765244),  Route carried "on" structure: State highway 24,  Year Built: 1977,  Status: Open,  Structure Length: 8.29m (27.20ft),  Average Daily Traffic: 4,500 (year 2018),  Truck Traffic: 8%,  Average Future Daily Traffic: 9,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: I73, I74, US220
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 3,  Subroute: 24),  Owner: State Highway Agency,  Approaching Roadway Width: 17.3m (56.8ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 29.5m (96.8ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 20.6m (67.6ft),  Out-to-Out Width: 21.5m (70.5ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 87.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 52.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1230044,  Location: 1.0 MI. E. JCT. SR1371 (Lat: 35.361006,  Lng: -79.731750),  Route carried "on" structure: State highway 24,  Year Built: 1931,  Year Reconstructed: 1956,  Status: Open,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 4,500 (year 2018),  Truck Traffic: 8%,  Average Future Daily Traffic: 9,000 (year 2040),  Design Load: HS 20,  Features Intersected: CABIN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 2.7m (8.9ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 10.0m (32.8ft),  Out-to-Out Width: 10.9m (35.8ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 41.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  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 2021
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Structure Number: 1230106,  Location: 0.6 MI. W. JCT. SR1556 (Lat: 35.332344,  Lng: -79.809178),  Route carried "on" structure: State highway 1557,  Year Built: 2012,  Status: Open,  Structure Length: 2.34m (7.68ft),  Average Daily Traffic: 510 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,020 (year 2040),  Design Load: HL 93,  Features Intersected: CEDAR 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: 22.5m (73.8ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 83.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 63.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  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: December 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1230109,  Location: 0.4 MI. E. JCT. SR1500 (Lat: 35.345022,  Lng: -79.741653),  Route carried "on" structure: State highway 1505,  Year Built: 1986,  Status: Open,  Structure Length: 1.12m (3.67ft),  Average Daily Traffic: 360 (year 2015),  Truck Traffic: 6%,  Average Future Daily Traffic: 720 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: CABIN CREEK
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: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 89.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021
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Structure Number: 123011,  Location: 1.1 MI. N. JCT. NC24/NC27 (Lat: 35.375011,  Lng: -79.751589),  Route carried "on" structure: State highway 1371,  Year Built: 1990,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 410 (year 2015),  Truck Traffic: 6%,  Average Future Daily Traffic: 820 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: COTTON 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: 2 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: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021
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Structure Number: 1230113,  Location: 1.0 MI.E.JCT.SR1369 (Lat: 35.387086,  Lng: -79.737242),  Route carried "on" structure: State highway 1370,  Year Built: 1986,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 110 (year 2000),  Truck Traffic: 6%,  Average Future Daily Traffic: 220 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: COTTON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.6m (11.8ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 89.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021
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Structure Number: 1230167,  Location: 0.5 MI. S. JCT. SR1519 (Lat: 35.303767,  Lng: -79.800947),  Route carried "on" structure: State highway 1518,  Year Built: 1998,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 320 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 640 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: BRIDGERS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.0m (19.7ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: 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: May 2021
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Structure Number: 1230208,  Location: 0.2 MI. W. JCT. SR1371 (Lat: 35.378242,  Lng: -79.755022),  Route carried "on" structure: State highway 1372,  Year Built: 1989,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 330 (year 2016),  Truck Traffic: 6%,  Average Future Daily Traffic: 660 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: COTTON 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: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 88.9 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: August 2021
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Structure Number: 1250096,  Location: 0.9 MI. N. JCT. SR1281 (Lat: 35.380969,  Lng: -79.718933),  Route carried "on" structure: State highway 1400,  Year Built: 2015,  Status: Open,  Structure Length: 4.02m (13.19ft),  Average Daily Traffic: 90 (year 2000),  Average Future Daily Traffic: 180 (year 2025),  Design Load: HL 93,  Features Intersected: BRANCH OF CABIN 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: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 1,  Length of Maximum Span: 27.1m (88.9ft),  Curb-To-Curb Width: 8.3m (27.2ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Channel: Good,  Operating Rating: 69.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 48.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 123002,  Location: 0.9 MI. W. JCT. SR1505 (Lat: 35.333633,  Lng: -79.749542),  Route carried "under" structure: Interstate 73,  Year Built: 1979,  Structure Length: 0. m,  Average Daily Traffic: 9,250 (year 2019),  Truck Traffic: 23%,  Features Intersected: SR1500
Minimum Vertical Clearance: 5.84m (19.16ft),  Kilometerpoint: 9.814,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.1m (111.9ft)

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Structure Number: 123002,  Location: 0.9 MI. W. JCT. SR1505 (Lat: 35.333633,  Lng: -79.749542),  Route carried "under" structure: Interstate 73,  Year Built: 1979,  Structure Length: 0. m,  Average Daily Traffic: 9,250 (year 2019),  Truck Traffic: 23%,  Features Intersected: SR1500
Minimum Vertical Clearance: 4.95m (16.24ft),  Kilometerpoint: 9.814,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.1m (111.9ft)

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Structure Number: 1230021,  Location: 0.4 MI. S. JCT. NC24&27 (Lat: 35.356392,  Lng: -79.764858),  Route carried "under" structure: State highway 1500,  Year Built: 1978,  Structure Length: 0. m,  Average Daily Traffic: 870 (year 2015),  Truck Traffic: 6%,  Features Intersected: I73/74,US220N
Minimum Vertical Clearance: 4.74m (15.55ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.5m (73.8ft)

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Structure Number: 1230023,  Location: 0.4 MI. S. JCT. NC24&27 (Lat: 35.356578,  Lng: -79.765283),  Route carried "under" structure: State highway 1500,  Year Built: 1978,  Structure Length: 0. m,  Average Daily Traffic: 930 (year 2017),  Truck Traffic: 6%,  Features Intersected: I73/I74,US220S
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.5m (73.8ft)

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Structure Number: 1230033,  Location: 0.5 MI. E. JCT. US220A (Lat: 35.378400,  Lng: -79.766600),  Route carried "under" structure: Interstate 73,  Year Built: 1978,  Structure Length: 0. m,  Average Daily Traffic: 9,000 (year 2019),  Truck Traffic: 23%,  Features Intersected: SR1372
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.6m (107.0ft)

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Structure Number: 1230033,  Location: 0.5 MI. E. JCT. US220A (Lat: 35.378400,  Lng: -79.766600),  Route carried "under" structure: Interstate 73,  Year Built: 1978,  Structure Length: 0. m,  Average Daily Traffic: 9,000 (year 2019),  Truck Traffic: 23%,  Features Intersected: SR1372
Minimum Vertical Clearance: 4.90m (16.08ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.6m (107.0ft)

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Structure Number: 1230035,  Location: 0.18 MI. E. JCT. SR1577 (Lat: 35.360983,  Lng: -79.765244),  Route carried "under" structure: Interstate 73,  Year Built: 1977,  Structure Length: 0. m,  Average Daily Traffic: 8,000 (year 2018),  Truck Traffic: 23%,  Features Intersected: NC24,NC27
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.5m (96.8ft)

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Structure Number: 1230035,  Location: 0.18 MI. E. JCT. SR1577 (Lat: 35.360983,  Lng: -79.765244),  Route carried "under" structure: Interstate 73,  Year Built: 1977,  Structure Length: 0. m,  Average Daily Traffic: 8,000 (year 2018),  Truck Traffic: 23%,  Features Intersected: NC24,NC27
Minimum Vertical Clearance: 5.00m (16.40ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.5m (96.8ft)

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