Bridge Statistics for Norman, North Carolina (NC)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 22Number of bridges
- 200ft / 60.7mTotal length
- 56,550Total average daily traffic
- 11,826Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Norman
- No street view available for this location
- New bridges - historical statistics
- 11950-1959
- 11960-1969
- 182000-2009
- 22010-2019
- Bridge Condition - Deck
- 18.2%Very good
- 72.7%Good
- 9.1%Fair
- Bridge Condition - Superstructure
- 54.5%Very good
- 27.3%Good
- 18.2%Satisfactory
- Bridge Condition - Substructure
- 36.4%Very good
- 27.3%Good
- 27.3%Satisfactory
- 9.1%Fair
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Structure Number: 123009, Location: 0.2 MI. S. JCT. SR1535 (Lat: 35.193078, Lng: -79.780878), Route carried "on" structure: State highway 1533, Year Built: 2011, Status: Open, Structure Length: 2.37m (7.78ft), Average Daily Traffic: 280 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 560 (year 2040), Design Load: HL 93, Features Intersected: BIG MOUNTAIN 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: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 60.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 47.1 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: June 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 123009, Location: 0.2 MI. S. JCT. SR1535 (Lat: 35.193078, Lng: -79.780878), Route carried "on" structure: State highway 1533, Year Built: 2011, Status: Open, Structure Length: 2.37m (7.78ft), Average Daily Traffic: 280 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 560 (year 2040), Design Load: HL 93, Features Intersected: BIG MOUNTAIN 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: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 60.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 47.1 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: June 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1230215, Location: 0.8 MI. E. JCT. SR1533 (Lat: 35.222883, Lng: -79.759433), Route carried "on" structure: State highway 1524, Year Built: 1957, Year Reconstructed: 1987, Status: Posted for load, Structure Length: 1.09m (3.58ft), Average Daily Traffic: 210 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 420 (year 2040), Features Intersected: BIG MOUNTAIN 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), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.3m (33.8ft), 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: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 29.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.1 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, 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: 20.0 - 29.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1230215, Location: 0.8 MI. E. JCT. SR1533 (Lat: 35.222883, Lng: -79.759433), Route carried "on" structure: State highway 1524, Year Built: 1957, Year Reconstructed: 1987, Status: Posted for load, Structure Length: 1.09m (3.58ft), Average Daily Traffic: 210 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 420 (year 2040), Features Intersected: BIG MOUNTAIN 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), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.3m (33.8ft), 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: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 29.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.1 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, 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: 20.0 - 29.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 123025, Location: 0.2 MI. E. JCT. SR1639 (Lat: 35.173525, Lng: -79.713447), Route carried "on" structure: State highway 1638, Year Built: 2006, Status: Open, Structure Length: 6.76m (22.18ft), Average Daily Traffic: 830 (year 2011), Truck Traffic: 6%, Average Future Daily Traffic: 1,660 (year 2025), Design Load: HS 20+Mod, 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: 11.2m (36.7ft), Skew: 21 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 33.2m (108.9ft), Curb-To-Curb Width: 13.1m (43.0ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 60.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable 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: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 123025, Location: 0.2 MI. E. JCT. SR1639 (Lat: 35.173525, Lng: -79.713447), Route carried "on" structure: State highway 1638, Year Built: 2006, Status: Open, Structure Length: 6.76m (22.18ft), Average Daily Traffic: 830 (year 2011), Truck Traffic: 6%, Average Future Daily Traffic: 1,660 (year 2025), Design Load: HS 20+Mod, 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: 11.2m (36.7ft), Skew: 21 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 33.2m (108.9ft), Curb-To-Curb Width: 13.1m (43.0ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 60.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable 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: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1230251, Location: 0.6 MI. S. JCT. SR1524 (Lat: 35.187061, Lng: -79.721708), Route carried "on" structure: State highway 1640, Year Built: 2006, Status: Open, Structure Length: 6.79m (22.28ft), Average Daily Traffic: 200 (year 2007), Truck Traffic: 6%, Average Future Daily Traffic: 400 (year 2040), Design Load: HS 20+Mod, 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: 9.1m (29.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 33.8m (110.9ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 57.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, 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
Structure Number: 1230251, Location: 0.6 MI. S. JCT. SR1524 (Lat: 35.187061, Lng: -79.721708), Route carried "on" structure: State highway 1640, Year Built: 2006, Status: Open, Structure Length: 6.79m (22.28ft), Average Daily Traffic: 200 (year 2007), Truck Traffic: 6%, Average Future Daily Traffic: 400 (year 2040), Design Load: HS 20+Mod, 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: 9.1m (29.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 33.8m (110.9ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 57.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, 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: 1230252, Location: 0.1 MI. S. JCT. SR1524 (Lat: 35.220497, Lng: -79.729033), Route carried "on" structure: Alternate US 220, Year Built: 2006, Status: Open, Structure Length: 8.47m (27.79ft), Average Daily Traffic: 1,500 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 3,200 (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: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 41.4m (135.8ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1230252, Location: 0.1 MI. S. JCT. SR1524 (Lat: 35.220497, Lng: -79.729033), Route carried "on" structure: Alternate US 220, Year Built: 2006, Status: Open, Structure Length: 8.47m (27.79ft), Average Daily Traffic: 1,500 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 3,200 (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: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 41.4m (135.8ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 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: 1230253, Location: 0.3 MI. W. JCT. US220ALT (Lat: 35.226806, Lng: -79.731053), Route carried "on" structure: State highway 1524, Year Built: 2006, Status: Open, Structure Length: 6.67m (21.88ft), Average Daily Traffic: 230 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 460 (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: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 10 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: 32.6m (107.0ft), Curb-To-Curb Width: 14.7m (48.2ft), Out-to-Out Width: 15.6m (51.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Satisfactory, 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: 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: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1230253, Location: 0.3 MI. W. JCT. US220ALT (Lat: 35.226806, Lng: -79.731053), Route carried "on" structure: State highway 1524, Year Built: 2006, Status: Open, Structure Length: 6.67m (21.88ft), Average Daily Traffic: 230 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 460 (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: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 10 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: 32.6m (107.0ft), Curb-To-Curb Width: 14.7m (48.2ft), Out-to-Out Width: 15.6m (51.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Satisfactory, 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: 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: December 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: 1230259, Location: 0.6 MI. N. JCT. SR1638 (Lat: 35.181194, Lng: -79.715100), Route carried "on" structure: Interstate 73, Year Built: 2008, Status: Open, Structure Length: 13.31m (43.67ft), Average Daily Traffic: 5,800 (year 2018), Truck Traffic: 23%, Average Future Daily Traffic: 11,600 (year 2040), Design Load: HS 20+Mod, Features Intersected: BR. OF NAKED CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.699, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 1, Subroute: 73), Owner: State Highway Agency, Approaching Roadway Width: 12.1m (39.7ft), Skew: 19 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Number Of Approach Spans: 2, Length of Maximum Span: 25.9m (85.0ft), Curb-To-Curb Width: 13.8m (45.3ft), Out-to-Out Width: 14.7m (48.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1230259, Location: 0.6 MI. N. JCT. SR1638 (Lat: 35.181194, Lng: -79.715100), Route carried "on" structure: Interstate 73, Year Built: 2008, Status: Open, Structure Length: 13.31m (43.67ft), Average Daily Traffic: 5,800 (year 2018), Truck Traffic: 23%, Average Future Daily Traffic: 11,600 (year 2040), Design Load: HS 20+Mod, Features Intersected: BR. OF NAKED CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.699, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 1, Subroute: 73), Owner: State Highway Agency, Approaching Roadway Width: 12.1m (39.7ft), Skew: 19 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Number Of Approach Spans: 2, Length of Maximum Span: 25.9m (85.0ft), Curb-To-Curb Width: 13.8m (45.3ft), Out-to-Out Width: 14.7m (48.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1530041, Location: 0.2 MI. E. JCT. SR1461 (Lat: 35.158036, Lng: -79.683406), Route carried "on" structure: State highway 73, Year Built: 2010, Status: Open, Structure Length: 4.26m (13.98ft), Average Daily Traffic: 2,200 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 4,400 (year 2040), Design Load: HL 93, Features Intersected: NAKED CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 11.8m (38.7ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 42.6 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 Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1530041, Location: 0.2 MI. E. JCT. SR1461 (Lat: 35.158036, Lng: -79.683406), Route carried "on" structure: State highway 73, Year Built: 2010, Status: Open, Structure Length: 4.26m (13.98ft), Average Daily Traffic: 2,200 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 4,400 (year 2040), Design Load: HL 93, Features Intersected: NAKED CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 11.8m (38.7ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 42.6 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 Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1530131, Location: 0.6 MI. E. JCT. SR1324 (Lat: 35.175725, Lng: -79.784028), Route carried "on" structure: State highway 1153, Year Built: 2000, Status: Open, Structure Length: 1.70m (5.58ft), Average Daily Traffic: 110 (year 2013), Average Future Daily Traffic: 220 (year 2040), Design Load: HS 20+Mod, Features Intersected: BIG MOUNTAIN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.1m (52.8ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, 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 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: April 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1530131, Location: 0.6 MI. E. JCT. SR1324 (Lat: 35.175725, Lng: -79.784028), Route carried "on" structure: State highway 1153, Year Built: 2000, Status: Open, Structure Length: 1.70m (5.58ft), Average Daily Traffic: 110 (year 2013), Average Future Daily Traffic: 220 (year 2040), Design Load: HS 20+Mod, Features Intersected: BIG MOUNTAIN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.1m (52.8ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, 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 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: April 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1530142, Location: 0.6 MI. E. JCT. SR1491 (Lat: 35.178211, Lng: -79.698286), Route carried "on" structure: State highway 1321, Year Built: 1968, Status: Posted for load, Structure Length: 1.61m (5.28ft), Average Daily Traffic: 490 (year 2015), Truck Traffic: 6%, Average Future Daily Traffic: 980 (year 2040), Features Intersected: NAKED CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.8m (15.7ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 28.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 19.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, 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: 30.0 - 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 1530142, Location: 0.6 MI. E. JCT. SR1491 (Lat: 35.178211, Lng: -79.698286), Route carried "on" structure: State highway 1321, Year Built: 1968, Status: Posted for load, Structure Length: 1.61m (5.28ft), Average Daily Traffic: 490 (year 2015), Truck Traffic: 6%, Average Future Daily Traffic: 980 (year 2040), Features Intersected: NAKED CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.8m (15.7ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 28.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 19.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, 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: 30.0 - 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1530218, Location: 2.4 MI. W. JCT. SR1462 (Lat: 35.147014, Lng: -79.713983), Route carried "on" structure: State highway 73, Year Built: 2008, Status: Open, Structure Length: 6.98m (22.90ft), Average Daily Traffic: 1,000 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 2,000 (year 2040), Design Load: HS 20+Mod, 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: 17.3m (56.8ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 34.1m (111.9ft), Curb-To-Curb Width: 16.8m (55.1ft), Out-to-Out Width: 17.7m (58.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 69.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1530218, Location: 2.4 MI. W. JCT. SR1462 (Lat: 35.147014, Lng: -79.713983), Route carried "on" structure: State highway 73, Year Built: 2008, Status: Open, Structure Length: 6.98m (22.90ft), Average Daily Traffic: 1,000 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 2,000 (year 2040), Design Load: HS 20+Mod, 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: 17.3m (56.8ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 34.1m (111.9ft), Curb-To-Curb Width: 16.8m (55.1ft), Out-to-Out Width: 17.7m (58.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 69.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: March 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: 1530232, Location: 0.6 MI. W. JCT. SR1325 (Lat: 35.176069, Lng: -79.777211), Route carried "on" structure: State highway 1153, Year Built: 2009, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 100 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 200 (year 2040), Design Load: HS 20+Mod, Features Intersected: SILVER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 4.8m (15.7ft), 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: 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, Underwater Inspection Frequency: Every 60 months, Inspection Date: December 2021, Underwater Inspection Date: December 2021
Structure Number: 1530232, Location: 0.6 MI. W. JCT. SR1325 (Lat: 35.176069, Lng: -79.777211), Route carried "on" structure: State highway 1153, Year Built: 2009, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 100 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 200 (year 2040), Design Load: HS 20+Mod, Features Intersected: SILVER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 4.8m (15.7ft), 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: 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, Underwater Inspection Frequency: Every 60 months, Inspection Date: December 2021, Underwater Inspection Date: December 2021
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Structure Number: 123025, Location: 0.2 MI. E. JCT. SR1639 (Lat: 35.173525, Lng: -79.713447), Route carried "under" structure: Interstate 73, Year Built: 2006, Structure Length: 0. m, Average Daily Traffic: 4,250 (year 2018), Truck Traffic: 23%, Features Intersected: SR1638
Minimum Vertical Clearance: 5.53m (18.14ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.2m (108.9ft)
Structure Number: 123025, Location: 0.2 MI. E. JCT. SR1639 (Lat: 35.173525, Lng: -79.713447), Route carried "under" structure: Interstate 73, Year Built: 2006, Structure Length: 0. m, Average Daily Traffic: 4,250 (year 2018), Truck Traffic: 23%, Features Intersected: SR1638
Minimum Vertical Clearance: 5.53m (18.14ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.2m (108.9ft)
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Structure Number: 123025, Location: 0.2 MI. E. JCT. SR1639 (Lat: 35.173525, Lng: -79.713447), Route carried "under" structure: Interstate 73, Year Built: 2006, Structure Length: 0. m, Average Daily Traffic: 4,250 (year 2018), Truck Traffic: 23%, Features Intersected: SR1638
Minimum Vertical Clearance: 5.28m (17.32ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.2m (108.9ft)
Structure Number: 123025, Location: 0.2 MI. E. JCT. SR1639 (Lat: 35.173525, Lng: -79.713447), Route carried "under" structure: Interstate 73, Year Built: 2006, Structure Length: 0. m, Average Daily Traffic: 4,250 (year 2018), Truck Traffic: 23%, Features Intersected: SR1638
Minimum Vertical Clearance: 5.28m (17.32ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.2m (108.9ft)
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Structure Number: 1230251, Location: 0.6 MI. S. JCT. SR1524 (Lat: 35.187061, Lng: -79.721708), Route carried "under" structure: Interstate 73, Year Built: 2006, Structure Length: 0. m, Average Daily Traffic: 4,300 (year 2018), Truck Traffic: 23%, Features Intersected: SR1640
Minimum Vertical Clearance: 5.61m (18.41ft), Kilometerpoint: 11.094, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.8m (110.9ft)
Structure Number: 1230251, Location: 0.6 MI. S. JCT. SR1524 (Lat: 35.187061, Lng: -79.721708), Route carried "under" structure: Interstate 73, Year Built: 2006, Structure Length: 0. m, Average Daily Traffic: 4,300 (year 2018), Truck Traffic: 23%, Features Intersected: SR1640
Minimum Vertical Clearance: 5.61m (18.41ft), Kilometerpoint: 11.094, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.8m (110.9ft)
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Structure Number: 1230251, Location: 0.6 MI. S. JCT. SR1524 (Lat: 35.187061, Lng: -79.721708), Route carried "under" structure: Interstate 73, Year Built: 2006, Structure Length: 0. m, Average Daily Traffic: 4,300 (year 2018), Truck Traffic: 23%, Features Intersected: SR1640
Minimum Vertical Clearance: 5.34m (17.52ft), Kilometerpoint: 11.094, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.8m (110.9ft)
Structure Number: 1230251, Location: 0.6 MI. S. JCT. SR1524 (Lat: 35.187061, Lng: -79.721708), Route carried "under" structure: Interstate 73, Year Built: 2006, Structure Length: 0. m, Average Daily Traffic: 4,300 (year 2018), Truck Traffic: 23%, Features Intersected: SR1640
Minimum Vertical Clearance: 5.34m (17.52ft), Kilometerpoint: 11.094, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.8m (110.9ft)
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Structure Number: 1230252, Location: 0.1 MI. S. JCT. SR1524 (Lat: 35.220497, Lng: -79.729033), Route carried "under" structure: Interstate 73, Year Built: 2006, Structure Length: 0. m, Average Daily Traffic: 4,500 (year 2018), Truck Traffic: 23%, Features Intersected: US220ALT
Minimum Vertical Clearance: 5.41m (17.75ft), Kilometerpoint: 11.826, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 41.4m (135.8ft)
Structure Number: 1230252, Location: 0.1 MI. S. JCT. SR1524 (Lat: 35.220497, Lng: -79.729033), Route carried "under" structure: Interstate 73, Year Built: 2006, Structure Length: 0. m, Average Daily Traffic: 4,500 (year 2018), Truck Traffic: 23%, Features Intersected: US220ALT
Minimum Vertical Clearance: 5.41m (17.75ft), Kilometerpoint: 11.826, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 41.4m (135.8ft)
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Structure Number: 1230252, Location: 0.1 MI. S. JCT. SR1524 (Lat: 35.220497, Lng: -79.729033), Route carried "under" structure: Interstate 73, Year Built: 2006, Structure Length: 0. m, Average Daily Traffic: 4,500 (year 2018), Truck Traffic: 23%, Features Intersected: US220ALT
Minimum Vertical Clearance: 5.43m (17.81ft), Kilometerpoint: 11.826, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 41.4m (135.8ft)
Structure Number: 1230252, Location: 0.1 MI. S. JCT. SR1524 (Lat: 35.220497, Lng: -79.729033), Route carried "under" structure: Interstate 73, Year Built: 2006, Structure Length: 0. m, Average Daily Traffic: 4,500 (year 2018), Truck Traffic: 23%, Features Intersected: US220ALT
Minimum Vertical Clearance: 5.43m (17.81ft), Kilometerpoint: 11.826, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 41.4m (135.8ft)
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Structure Number: 1230253, Location: 0.3 MI. W. JCT. US220ALT (Lat: 35.226806, Lng: -79.731053), Route carried "under" structure: Interstate 73, Year Built: 2006, Structure Length: 0. m, Average Daily Traffic: 4,500 (year 2018), Truck Traffic: 23%, Features Intersected: SR1524
Minimum Vertical Clearance: 5.20m (17.06ft), Kilometerpoint: 11.978, 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)
Structure Number: 1230253, Location: 0.3 MI. W. JCT. US220ALT (Lat: 35.226806, Lng: -79.731053), Route carried "under" structure: Interstate 73, Year Built: 2006, Structure Length: 0. m, Average Daily Traffic: 4,500 (year 2018), Truck Traffic: 23%, Features Intersected: SR1524
Minimum Vertical Clearance: 5.20m (17.06ft), Kilometerpoint: 11.978, 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: 1230253, Location: 0.3 MI. W. JCT. US220ALT (Lat: 35.226806, Lng: -79.731053), Route carried "under" structure: Interstate 73, Year Built: 2006, Structure Length: 0. m, Average Daily Traffic: 4,500 (year 2018), Truck Traffic: 23%, Features Intersected: SR1524
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 11.978, 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)
Structure Number: 1230253, Location: 0.3 MI. W. JCT. US220ALT (Lat: 35.226806, Lng: -79.731053), Route carried "under" structure: Interstate 73, Year Built: 2006, Structure Length: 0. m, Average Daily Traffic: 4,500 (year 2018), Truck Traffic: 23%, Features Intersected: SR1524
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 11.978, 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: 1530218, Location: 2.4 MI. W. JCT. SR1462 (Lat: 35.147014, Lng: -79.713983), Route carried "under" structure: Interstate 76, Year Built: 2008, Structure Length: 0. m, Average Daily Traffic: 4,250 (year 2018), Truck Traffic: 23%, Features Intersected: NC73, Facility Carried by Structure: I73N,I74W,US220N
Minimum Vertical Clearance: 5.33m (17.49ft), Kilometerpoint: 4.968, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 34.1m (111.9ft)
Structure Number: 1530218, Location: 2.4 MI. W. JCT. SR1462 (Lat: 35.147014, Lng: -79.713983), Route carried "under" structure: Interstate 76, Year Built: 2008, Structure Length: 0. m, Average Daily Traffic: 4,250 (year 2018), Truck Traffic: 23%, Features Intersected: NC73, Facility Carried by Structure: I73N,I74W,US220N
Minimum Vertical Clearance: 5.33m (17.49ft), Kilometerpoint: 4.968, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 34.1m (111.9ft)
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Structure Number: 1530218, Location: 2.4 MI. W. JCT. SR1462 (Lat: 35.147014, Lng: -79.713983), Route carried "under" structure: Interstate 73, Year Built: 2008, Structure Length: 0. m, Average Daily Traffic: 4,250 (year 2018), Truck Traffic: 23%, Features Intersected: NC73
Minimum Vertical Clearance: 5.33m (17.49ft), Kilometerpoint: 4.968, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 34.1m (111.9ft)
Structure Number: 1530218, Location: 2.4 MI. W. JCT. SR1462 (Lat: 35.147014, Lng: -79.713983), Route carried "under" structure: Interstate 73, Year Built: 2008, Structure Length: 0. m, Average Daily Traffic: 4,250 (year 2018), Truck Traffic: 23%, Features Intersected: NC73
Minimum Vertical Clearance: 5.33m (17.49ft), Kilometerpoint: 4.968, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 34.1m (111.9ft)