Bridge Statistics for Mebane, North Carolina (NC)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 36Number of bridges
- 233ft / 70.8mTotal length
- 1,012,860Total average daily traffic
- 167,449Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Mebane
- No street view available for this location
- New bridges - historical statistics
- 11930-1939
- 31950-1959
- 11980-1989
- 201990-1999
- 42000-2009
- 72010-2019
- Bridge Condition - Deck
- 15.4%Very good
- 76.9%Good
- 7.7%Fair
- Bridge Condition - Superstructure
- 46.2%Very good
- 46.2%Good
- 7.7%Fair
- Bridge Condition - Substructure
- 15.4%Very good
- 76.9%Good
- 7.7%Fair
- Bridge Condition - Culverts
- 11.1%Very good
- 55.6%Good
- 11.1%Satisfactory
- 11.1%Fair
- 11.1%Poor
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Structure Number: 10016, Location: 0.80 MI. N. JCT. SR1981 (Lat: 36.068561, Lng: -79.298658), Route carried "on" structure: State highway 119, Year Built: 1994, Status: Open, Structure Length: 6.82m (22.38ft), Average Daily Traffic: 11,000 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 22,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: I40, I85
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 16.7m (54.8ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Number Of Approach Spans: 2, Length of Maximum Span: 24.3m (79.7ft), Curb-To-Curb Width: 17.0m (55.8ft), Out-to-Out Width: 18.0m (59.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 62.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 10016, Location: 0.80 MI. N. JCT. SR1981 (Lat: 36.068561, Lng: -79.298658), Route carried "on" structure: State highway 119, Year Built: 1994, Status: Open, Structure Length: 6.82m (22.38ft), Average Daily Traffic: 11,000 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 22,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: I40, I85
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 16.7m (54.8ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Number Of Approach Spans: 2, Length of Maximum Span: 24.3m (79.7ft), Curb-To-Curb Width: 17.0m (55.8ft), Out-to-Out Width: 18.0m (59.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 62.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: 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: 10029, Location: 0.54 MI. S. JCT. SR1917 (Lat: 36.118511, Lng: -79.272775), Route carried "on" structure: State highway 119, Year Built: 1935, Status: Open, Structure Length: 1.24m (4.07ft), Average Daily Traffic: 7,200 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 14,400 (year 2040), Design Load: HS 20, Features Intersected: MILL 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: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.1m (39.7ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020
Structure Number: 10029, Location: 0.54 MI. S. JCT. SR1917 (Lat: 36.118511, Lng: -79.272775), Route carried "on" structure: State highway 119, Year Built: 1935, Status: Open, Structure Length: 1.24m (4.07ft), Average Daily Traffic: 7,200 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 14,400 (year 2040), Design Load: HS 20, Features Intersected: MILL 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: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.1m (39.7ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020
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Structure Number: 10077, Location: 0.15 MI. S. JCT. SR2126 (Lat: 36.059131, Lng: -79.267061), Route carried "on" structure: State highway 1007, Year Built: 2016, Status: Open, Structure Length: 2.19m (7.19ft), Average Daily Traffic: 4,400 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 8,800 (year 2040), Design Load: HL 93, Features Intersected: HAW 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), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 21.0m (68.9ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 57.1 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: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 10077, Location: 0.15 MI. S. JCT. SR2126 (Lat: 36.059131, Lng: -79.267061), Route carried "on" structure: State highway 1007, Year Built: 2016, Status: Open, Structure Length: 2.19m (7.19ft), Average Daily Traffic: 4,400 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 8,800 (year 2040), Design Load: HL 93, Features Intersected: HAW 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), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 21.0m (68.9ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 57.1 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: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 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: 10079, Location: 0.2 MI. N. JCT. SR2132 (Lat: 36.036228, Lng: -79.283017), Route carried "on" structure: State highway 2131, Year Built: 1999, Status: Open, Structure Length: 2.95m (9.68ft), Average Daily Traffic: 2,000 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 4,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: HAW 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: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.0m (32.8ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 9.1m (29.9ft)
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: 54.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 10079, Location: 0.2 MI. N. JCT. SR2132 (Lat: 36.036228, Lng: -79.283017), Route carried "on" structure: State highway 2131, Year Built: 1999, Status: Open, Structure Length: 2.95m (9.68ft), Average Daily Traffic: 2,000 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 4,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: HAW 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: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.0m (32.8ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 9.1m (29.9ft)
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: 54.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 10174, Location: 0.1 MI. E. JCT. SR1940 (Lat: 36.067556, Lng: -79.331156), Route carried "on" structure: State highway 2123, Year Built: 1993, Status: Open, Structure Length: 6.52m (21.39ft), Average Daily Traffic: 3,200 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 6,400 (year 2040), Design Load: HS 20+Mod, Features Intersected: I40 & I85
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: 8.8m (28.9ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 32.0m (105.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 84.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 10174, Location: 0.1 MI. E. JCT. SR1940 (Lat: 36.067556, Lng: -79.331156), Route carried "on" structure: State highway 2123, Year Built: 1993, Status: Open, Structure Length: 6.52m (21.39ft), Average Daily Traffic: 3,200 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 6,400 (year 2040), Design Load: HS 20+Mod, Features Intersected: I40 & I85
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: 8.8m (28.9ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 32.0m (105.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 84.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: 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: 10176, Location: 0.80 MI. N. JCT. NC119 (Lat: 36.066842, Lng: -79.311769), Route carried "on" structure: State highway 1981, Year Built: 1994, Status: Open, Structure Length: 6.37m (20.90ft), Average Daily Traffic: 10,000 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 20,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: I40,I85
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: 17.3m (56.8ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Number Of Approach Spans: 2, Length of Maximum Span: 22.8m (74.8ft), Curb-To-Curb Width: 17.0m (55.8ft), Out-to-Out Width: 18.0m (59.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 62.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 10176, Location: 0.80 MI. N. JCT. NC119 (Lat: 36.066842, Lng: -79.311769), Route carried "on" structure: State highway 1981, Year Built: 1994, Status: Open, Structure Length: 6.37m (20.90ft), Average Daily Traffic: 10,000 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 20,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: I40,I85
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: 17.3m (56.8ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Number Of Approach Spans: 2, Length of Maximum Span: 22.8m (74.8ft), Curb-To-Curb Width: 17.0m (55.8ft), Out-to-Out Width: 18.0m (59.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 62.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 10177, Location: 1.5 MI. S. JCT. NC119 (Lat: 36.071053, Lng: -79.271619), Route carried "on" structure: State highway 1007, Year Built: 1994, Status: Open, Structure Length: 6.73m (22.08ft), Average Daily Traffic: 25,000 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 50,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: I40,I85
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 17.0m (55.8ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Number Of Approach Spans: 2, Length of Maximum Span: 22.2m (72.8ft), Curb-To-Curb Width: 17.0m (55.8ft), Out-to-Out Width: 18.0m (59.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 82.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to 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
Structure Number: 10177, Location: 1.5 MI. S. JCT. NC119 (Lat: 36.071053, Lng: -79.271619), Route carried "on" structure: State highway 1007, Year Built: 1994, Status: Open, Structure Length: 6.73m (22.08ft), Average Daily Traffic: 25,000 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 50,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: I40,I85
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 17.0m (55.8ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Number Of Approach Spans: 2, Length of Maximum Span: 22.2m (72.8ft), Curb-To-Curb Width: 17.0m (55.8ft), Out-to-Out Width: 18.0m (59.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 82.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to 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: 10238, Location: 0.15 MI. E. JCT. SR1007 (Lat: 36.062136, Lng: -79.264775), Route carried "on" structure: State highway 2128, Year Built: 1954, Status: Posted for load, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 1,500 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 3,000 (year 2040), Features Intersected: HAW 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: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 6.4m (21.0ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 31.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.0 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, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 10238, Location: 0.15 MI. E. JCT. SR1007 (Lat: 36.062136, Lng: -79.264775), Route carried "on" structure: State highway 2128, Year Built: 1954, Status: Posted for load, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 1,500 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 3,000 (year 2040), Features Intersected: HAW 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: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 6.4m (21.0ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 31.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.0 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, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1034, Location: 1.4 MI. N. JCT. SR2135 (Lat: 36.041828, Lng: -79.304997), Route carried "on" structure: State highway 2133, Year Built: 1950, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 2,800 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 5,600 (year 2040), Design Load: HS 20, Features Intersected: PRONG HAW 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: 3, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Good, 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020
Structure Number: 1034, Location: 1.4 MI. N. JCT. SR2135 (Lat: 36.041828, Lng: -79.304997), Route carried "on" structure: State highway 2133, Year Built: 1950, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 2,800 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 5,600 (year 2040), Design Load: HS 20, Features Intersected: PRONG HAW 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: 3, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Good, 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020
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Structure Number: 10354, Location: 2.0 MI. N. JCT. NC119 (Lat: 36.073828, Lng: -79.263861), Route carried "on" structure: Interstate 40, Year Built: 1953, Year Reconstructed: 1994, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 109,000 (year 2019), Truck Traffic: 16%, Average Future Daily Traffic: 218,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 47.214, Lanes on structure: 10, Base Highway Network: Yes (Inventory Route: 1, Subroute: 40), Owner: State Highway Agency, Approaching Roadway Width: 45.7m (149.9ft), Skew: 33 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: Good, Operating Rating: 84.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 65.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021
Structure Number: 10354, Location: 2.0 MI. N. JCT. NC119 (Lat: 36.073828, Lng: -79.263861), Route carried "on" structure: Interstate 40, Year Built: 1953, Year Reconstructed: 1994, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 109,000 (year 2019), Truck Traffic: 16%, Average Future Daily Traffic: 218,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 47.214, Lanes on structure: 10, Base Highway Network: Yes (Inventory Route: 1, Subroute: 40), Owner: State Highway Agency, Approaching Roadway Width: 45.7m (149.9ft), Skew: 33 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: Good, Operating Rating: 84.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 65.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021
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Structure Number: 10403, Location: 0.25 MI. S. JCT. SR1976 (Lat: 36.089231, Lng: -79.307542), Route carried "on" structure: State highway 1940, Year Built: 2008, Status: Open, Structure Length: 1.67m (5.48ft), Average Daily Traffic: 2,500 (year 2017), Truck Traffic: 7%, Average Future Daily Traffic: 5,000 (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: 6.0m (19.7ft), Skew: 4 degrees, Material/Design: Aluminum, Iron, 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: 75.2 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 2020
Structure Number: 10403, Location: 0.25 MI. S. JCT. SR1976 (Lat: 36.089231, Lng: -79.307542), Route carried "on" structure: State highway 1940, Year Built: 2008, Status: Open, Structure Length: 1.67m (5.48ft), Average Daily Traffic: 2,500 (year 2017), Truck Traffic: 7%, Average Future Daily Traffic: 5,000 (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: 6.0m (19.7ft), Skew: 4 degrees, Material/Design: Aluminum, Iron, 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: 75.2 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 2020
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Structure Number: 10431, Location: .6 MI.N.JCT.US70 (Lat: 36.104731, Lng: -79.264200), Route carried "on" structure: City street , Year Built: 2008, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 14,000 (year 2017), Truck Traffic: 7%, Average Future Daily Traffic: 28,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: BRANCH OF MILL CREEK, Facility Carried by Structure: NORTH FIFTH STREET
Minimum Vertical Clearance: 0.00m, Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.7m (31.8ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.1m (6.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 89.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020
Structure Number: 10431, Location: .6 MI.N.JCT.US70 (Lat: 36.104731, Lng: -79.264200), Route carried "on" structure: City street , Year Built: 2008, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 14,000 (year 2017), Truck Traffic: 7%, Average Future Daily Traffic: 28,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: BRANCH OF MILL CREEK, Facility Carried by Structure: NORTH FIFTH STREET
Minimum Vertical Clearance: 0.00m, Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.7m (31.8ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.1m (6.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 89.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020
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Structure Number: 10432, Location: .6 MI.N.JCT.US70 (Lat: 36.103069, Lng: -79.260167), Route carried "on" structure: City street , Year Built: 2008, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 1,300 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 2,600 (year 2040), Design Load: HS 20+Mod, Features Intersected: PERENNIAL STREAM, Facility Carried by Structure: NORTH NINTH ST.
Minimum Vertical Clearance: 0.00m, Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 2 degrees, Material/Design: Aluminum, Iron, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.0m (19.7ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 33.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020
Structure Number: 10432, Location: .6 MI.N.JCT.US70 (Lat: 36.103069, Lng: -79.260167), Route carried "on" structure: City street , Year Built: 2008, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 1,300 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 2,600 (year 2040), Design Load: HS 20+Mod, Features Intersected: PERENNIAL STREAM, Facility Carried by Structure: NORTH NINTH ST.
Minimum Vertical Clearance: 0.00m, Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 2 degrees, Material/Design: Aluminum, Iron, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.0m (19.7ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 33.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020
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Structure Number: 10434, Location: 0.7MI.N JCT.SR1981-2126 (Lat: 36.068617, Lng: -79.298636), Route carried "on" structure: State highway 119, Year Built: 2018, Status: Open, Structure Length: 6.70m (21.98ft), Average Daily Traffic: 11,000 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 22,000 (year 2040), Design Load: HL 93, Features Intersected: I40,I85
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: 13.7m (44.9ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 32.9m (107.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.6m (5.2ft), Curb-To-Curb Width: 15.1m (49.5ft), Out-to-Out Width: 17.7m (58.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 81.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 62.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 10434, Location: 0.7MI.N JCT.SR1981-2126 (Lat: 36.068617, Lng: -79.298636), Route carried "on" structure: State highway 119, Year Built: 2018, Status: Open, Structure Length: 6.70m (21.98ft), Average Daily Traffic: 11,000 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 22,000 (year 2040), Design Load: HL 93, Features Intersected: I40,I85
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: 13.7m (44.9ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 32.9m (107.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.6m (5.2ft), Curb-To-Curb Width: 15.1m (49.5ft), Out-to-Out Width: 17.7m (58.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 81.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 62.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 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: 10439, Location: 0.1 MI E OF APPLECROSS DR (Lat: 36.077328, Lng: -79.262411), Route carried "on" structure: City street , Year Built: 2017, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 2,600 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 5,200 (year 2040), Design Load: HS 20+Mod, Features Intersected: BRANCH OF HAW CREEK, Facility Carried by Structure: ARROWHEAD BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.4m (40.7ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 89.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present 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: April 2020
Structure Number: 10439, Location: 0.1 MI E OF APPLECROSS DR (Lat: 36.077328, Lng: -79.262411), Route carried "on" structure: City street , Year Built: 2017, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 2,600 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 5,200 (year 2040), Design Load: HS 20+Mod, Features Intersected: BRANCH OF HAW CREEK, Facility Carried by Structure: ARROWHEAD BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.4m (40.7ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 89.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present 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: April 2020
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Structure Number: 1350008, Location: 0.2 MI. E. JCT. SR1420 (Lat: 36.149400, Lng: -79.253147), Route carried "on" structure: State highway 1340, Year Built: 2015, Status: Open, Structure Length: 3.87m (12.70ft), Average Daily Traffic: 1,000 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 2,000 (year 2040), Design Load: HL 93, Features Intersected: BACK CREEK
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), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 24.0m (78.7ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.0m (32.8ft)
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 and Resistance Factor (LRFR), Inventory Rating: 50.8 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1350008, Location: 0.2 MI. E. JCT. SR1420 (Lat: 36.149400, Lng: -79.253147), Route carried "on" structure: State highway 1340, Year Built: 2015, Status: Open, Structure Length: 3.87m (12.70ft), Average Daily Traffic: 1,000 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 2,000 (year 2040), Design Load: HL 93, Features Intersected: BACK CREEK
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), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 24.0m (78.7ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.0m (32.8ft)
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 and Resistance Factor (LRFR), Inventory Rating: 50.8 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1350009, Location: 0.4 MI. W. JCT. SR1341 (Lat: 36.170947, Lng: -79.231417), Route carried "on" structure: State highway 1350, Year Built: 1994, Status: Open, Structure Length: 2.80m (9.19ft), Average Daily Traffic: 300 (year 2015), Truck Traffic: 6%, Average Future Daily Traffic: 600 (year 2040), Design Load: HS 20+Mod, Features Intersected: BACK 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: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
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: 75.2 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: April 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1350009, Location: 0.4 MI. W. JCT. SR1341 (Lat: 36.170947, Lng: -79.231417), Route carried "on" structure: State highway 1350, Year Built: 1994, Status: Open, Structure Length: 2.80m (9.19ft), Average Daily Traffic: 300 (year 2015), Truck Traffic: 6%, Average Future Daily Traffic: 600 (year 2040), Design Load: HS 20+Mod, Features Intersected: BACK 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: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
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: 75.2 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: April 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1350021, Location: 0.05 MI. E. JCT. SR1374 (Lat: 36.077711, Lng: -79.243758), Route carried "on" structure: State highway 1146, Year Built: 1994, Status: Open, Structure Length: 7.22m (23.69ft), Average Daily Traffic: 2,900 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 5,800 (year 2025), Design Load: HS 20+Mod, Features Intersected: I40, I85
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: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 35.6m (116.8ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 53.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: Meets minimum limits, 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: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1350021, Location: 0.05 MI. E. JCT. SR1374 (Lat: 36.077711, Lng: -79.243758), Route carried "on" structure: State highway 1146, Year Built: 1994, Status: Open, Structure Length: 7.22m (23.69ft), Average Daily Traffic: 2,900 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 5,800 (year 2025), Design Load: HS 20+Mod, Features Intersected: I40, I85
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: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 35.6m (116.8ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 53.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: Meets minimum limits, 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: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1350038, Location: 0.2 MI. N. JCT. SR1144 (Lat: 36.079253, Lng: -79.224606), Route carried "on" structure: State highway 1114, Year Built: 1996, Status: Open, Structure Length: 6.24m (20.47ft), Average Daily Traffic: 2,100 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 4,200 (year 2040), Design Load: HS 20+Mod, Features Intersected: I40 & I85
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: 14.0m (45.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 32.3m (106.0ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 15.5m (50.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 54.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1350038, Location: 0.2 MI. N. JCT. SR1144 (Lat: 36.079253, Lng: -79.224606), Route carried "on" structure: State highway 1114, Year Built: 1996, Status: Open, Structure Length: 6.24m (20.47ft), Average Daily Traffic: 2,100 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 4,200 (year 2040), Design Load: HS 20+Mod, Features Intersected: I40 & I85
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: 14.0m (45.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 32.3m (106.0ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 15.5m (50.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 54.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 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: 1350042, Location: 0.1 MI. N. JCT. SR1138 (Lat: 36.033797, Lng: -79.259667), Route carried "on" structure: State highway 1007, Year Built: 2016, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 3,900 (year 2013), Truck Traffic: 6%, Average Future Daily Traffic: 7,800 (year 2040), Design Load: HL 93, Features Intersected: BRANCH OF HAW CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.3m (33.8ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.0m (19.7ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 83.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 64.4 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: October 2020
Structure Number: 1350042, Location: 0.1 MI. N. JCT. SR1138 (Lat: 36.033797, Lng: -79.259667), Route carried "on" structure: State highway 1007, Year Built: 2016, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 3,900 (year 2013), Truck Traffic: 6%, Average Future Daily Traffic: 7,800 (year 2040), Design Load: HL 93, Features Intersected: BRANCH OF HAW CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.3m (33.8ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.0m (19.7ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 83.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 64.4 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: October 2020
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Structure Number: 1350166, Location: 0.2 MI. N. JCT. SR1344 (Lat: 36.118000, Lng: -79.231667), Route carried "on" structure: State highway 1343, Year Built: 1985, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 1,800 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 3,600 (year 2040), Design Load: HS 20+Mod, Features Intersected: MILL 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: 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 desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021
Structure Number: 1350166, Location: 0.2 MI. N. JCT. SR1344 (Lat: 36.118000, Lng: -79.231667), Route carried "on" structure: State highway 1343, Year Built: 1985, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 1,800 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 3,600 (year 2040), Design Load: HS 20+Mod, Features Intersected: MILL 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: 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 desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021
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Structure Number: 1350216, Location: 0.6 MI.N. JCT. SR1306 (Lat: 36.119692, Lng: -79.249608), Route carried "on" structure: State highway 1346, Year Built: 2008, Status: Open, Structure Length: 3.35m (10.99ft), Average Daily Traffic: 360 (year 2013), Truck Traffic: 6%, Average Future Daily Traffic: 720 (year 2040), Design Load: HS 20+Mod, Features Intersected: MILL 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: 16.4m (53.8ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 82.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.9 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1350216, Location: 0.6 MI.N. JCT. SR1306 (Lat: 36.119692, Lng: -79.249608), Route carried "on" structure: State highway 1346, Year Built: 2008, Status: Open, Structure Length: 3.35m (10.99ft), Average Daily Traffic: 360 (year 2013), Truck Traffic: 6%, Average Future Daily Traffic: 720 (year 2040), Design Load: HS 20+Mod, Features Intersected: MILL 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: 16.4m (53.8ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 82.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.9 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 10016, Location: 0.80 MI. N. JCT. SR1981 (Lat: 36.068561, Lng: -79.298658), Route carried "under" structure: Interstate 40, Year Built: 1994, Structure Length: 0. m, Average Daily Traffic: 56,500 (year 2019), Truck Traffic: 16%, Features Intersected: NC119S
Minimum Vertical Clearance: 5.23m (17.16ft), Kilometerpoint: 46.634, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 24.3m (79.7ft)
Structure Number: 10016, Location: 0.80 MI. N. JCT. SR1981 (Lat: 36.068561, Lng: -79.298658), Route carried "under" structure: Interstate 40, Year Built: 1994, Structure Length: 0. m, Average Daily Traffic: 56,500 (year 2019), Truck Traffic: 16%, Features Intersected: NC119S
Minimum Vertical Clearance: 5.23m (17.16ft), Kilometerpoint: 46.634, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 24.3m (79.7ft)
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Structure Number: 10016, Location: 0.80 MI. N. JCT. SR1981 (Lat: 36.068561, Lng: -79.298658), Route carried "under" structure: Interstate 40, Year Built: 1994, Structure Length: 0. m, Average Daily Traffic: 56,500 (year 2019), Truck Traffic: 16%, Features Intersected: NC119S
Minimum Vertical Clearance: 5.30m (17.39ft), Kilometerpoint: 46.634, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 24.3m (79.7ft)
Structure Number: 10016, Location: 0.80 MI. N. JCT. SR1981 (Lat: 36.068561, Lng: -79.298658), Route carried "under" structure: Interstate 40, Year Built: 1994, Structure Length: 0. m, Average Daily Traffic: 56,500 (year 2019), Truck Traffic: 16%, Features Intersected: NC119S
Minimum Vertical Clearance: 5.30m (17.39ft), Kilometerpoint: 46.634, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 24.3m (79.7ft)
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Structure Number: 10174, Location: 0.1 MI. E. JCT. SR1940 (Lat: 36.067556, Lng: -79.331156), Route carried "under" structure: Interstate 40, Year Built: 1993, Structure Length: 0. m, Average Daily Traffic: 59,000 (year 2019), Truck Traffic: 16%, Features Intersected: SR2123
Minimum Vertical Clearance: 5.25m (17.22ft), Kilometerpoint: 45.994, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.0m (105.0ft)
Structure Number: 10174, Location: 0.1 MI. E. JCT. SR1940 (Lat: 36.067556, Lng: -79.331156), Route carried "under" structure: Interstate 40, Year Built: 1993, Structure Length: 0. m, Average Daily Traffic: 59,000 (year 2019), Truck Traffic: 16%, Features Intersected: SR2123
Minimum Vertical Clearance: 5.25m (17.22ft), Kilometerpoint: 45.994, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.0m (105.0ft)
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Structure Number: 10174, Location: 0.1 MI. E. JCT. SR1940 (Lat: 36.067556, Lng: -79.331156), Route carried "under" structure: Interstate 40, Year Built: 1993, Structure Length: 0. m, Average Daily Traffic: 59,000 (year 2019), Truck Traffic: 16%, Features Intersected: SR2123
Minimum Vertical Clearance: 5.33m (17.49ft), Kilometerpoint: 45.994, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.0m (105.0ft)
Structure Number: 10174, Location: 0.1 MI. E. JCT. SR1940 (Lat: 36.067556, Lng: -79.331156), Route carried "under" structure: Interstate 40, Year Built: 1993, Structure Length: 0. m, Average Daily Traffic: 59,000 (year 2019), Truck Traffic: 16%, Features Intersected: SR2123
Minimum Vertical Clearance: 5.33m (17.49ft), Kilometerpoint: 45.994, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.0m (105.0ft)
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Structure Number: 10176, Location: 0.80 MI. N. JCT. NC119 (Lat: 36.066842, Lng: -79.311769), Route carried "under" structure: Interstate 40, Year Built: 1994, Structure Length: 0. m, Average Daily Traffic: 56,500 (year 2019), Truck Traffic: 16%, Features Intersected: SR1981
Minimum Vertical Clearance: 5.30m (17.39ft), Kilometerpoint: 46.634, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.8m (74.8ft)
Structure Number: 10176, Location: 0.80 MI. N. JCT. NC119 (Lat: 36.066842, Lng: -79.311769), Route carried "under" structure: Interstate 40, Year Built: 1994, Structure Length: 0. m, Average Daily Traffic: 56,500 (year 2019), Truck Traffic: 16%, Features Intersected: SR1981
Minimum Vertical Clearance: 5.30m (17.39ft), Kilometerpoint: 46.634, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.8m (74.8ft)
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Structure Number: 10176, Location: 0.80 MI. N. JCT. NC119 (Lat: 36.066842, Lng: -79.311769), Route carried "under" structure: Interstate 40, Year Built: 1994, Structure Length: 0. m, Average Daily Traffic: 56,500 (year 2019), Truck Traffic: 16%, Features Intersected: SR1981
Minimum Vertical Clearance: 5.13m (16.83ft), Kilometerpoint: 46.634, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.8m (74.8ft)
Structure Number: 10176, Location: 0.80 MI. N. JCT. NC119 (Lat: 36.066842, Lng: -79.311769), Route carried "under" structure: Interstate 40, Year Built: 1994, Structure Length: 0. m, Average Daily Traffic: 56,500 (year 2019), Truck Traffic: 16%, Features Intersected: SR1981
Minimum Vertical Clearance: 5.13m (16.83ft), Kilometerpoint: 46.634, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.8m (74.8ft)
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Structure Number: 10177, Location: 1.5 MI. S. JCT. NC119 (Lat: 36.071053, Lng: -79.271619), Route carried "under" structure: Interstate 40, Year Built: 1994, Structure Length: 0. m, Average Daily Traffic: 54,500 (year 2019), Truck Traffic: 16%, Features Intersected: SR1007
Minimum Vertical Clearance: 5.23m (17.16ft), Kilometerpoint: 47.061, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.2m (72.8ft)
Structure Number: 10177, Location: 1.5 MI. S. JCT. NC119 (Lat: 36.071053, Lng: -79.271619), Route carried "under" structure: Interstate 40, Year Built: 1994, Structure Length: 0. m, Average Daily Traffic: 54,500 (year 2019), Truck Traffic: 16%, Features Intersected: SR1007
Minimum Vertical Clearance: 5.23m (17.16ft), Kilometerpoint: 47.061, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.2m (72.8ft)
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Structure Number: 10177, Location: 1.5 MI. S. JCT. NC119 (Lat: 36.071053, Lng: -79.271619), Route carried "under" structure: Interstate 40, Year Built: 1994, Structure Length: 0. m, Average Daily Traffic: 54,500 (year 2019), Truck Traffic: 16%, Features Intersected: SR1007
Minimum Vertical Clearance: 5.13m (16.83ft), Kilometerpoint: 47.061, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.2m (72.8ft)
Structure Number: 10177, Location: 1.5 MI. S. JCT. NC119 (Lat: 36.071053, Lng: -79.271619), Route carried "under" structure: Interstate 40, Year Built: 1994, Structure Length: 0. m, Average Daily Traffic: 54,500 (year 2019), Truck Traffic: 16%, Features Intersected: SR1007
Minimum Vertical Clearance: 5.13m (16.83ft), Kilometerpoint: 47.061, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.2m (72.8ft)
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Structure Number: 10434, Location: 0.7MI.N JCT.SR1981-2126 (Lat: 36.068617, Lng: -79.298636), Route carried "under" structure: Interstate 40, Year Built: 2018, Structure Length: 0. m, Average Daily Traffic: 56,500 (year 2019), Truck Traffic: 16%, Features Intersected: NC119N
Minimum Vertical Clearance: 5.33m (17.49ft), Kilometerpoint: 46.634, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.9m (107.9ft)
Structure Number: 10434, Location: 0.7MI.N JCT.SR1981-2126 (Lat: 36.068617, Lng: -79.298636), Route carried "under" structure: Interstate 40, Year Built: 2018, Structure Length: 0. m, Average Daily Traffic: 56,500 (year 2019), Truck Traffic: 16%, Features Intersected: NC119N
Minimum Vertical Clearance: 5.33m (17.49ft), Kilometerpoint: 46.634, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.9m (107.9ft)
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Structure Number: 10434, Location: 0.7MI.N JCT.SR1981-2126 (Lat: 36.068617, Lng: -79.298636), Route carried "under" structure: Interstate 40, Year Built: 2018, Structure Length: 0. m, Average Daily Traffic: 56,500 (year 2019), Truck Traffic: 16%, Features Intersected: NC119N
Minimum Vertical Clearance: 5.35m (17.55ft), Kilometerpoint: 46.634, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.9m (107.9ft)
Structure Number: 10434, Location: 0.7MI.N JCT.SR1981-2126 (Lat: 36.068617, Lng: -79.298636), Route carried "under" structure: Interstate 40, Year Built: 2018, Structure Length: 0. m, Average Daily Traffic: 56,500 (year 2019), Truck Traffic: 16%, Features Intersected: NC119N
Minimum Vertical Clearance: 5.35m (17.55ft), Kilometerpoint: 46.634, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.9m (107.9ft)
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Structure Number: 1350021, Location: 0.05 MI. E. JCT. SR1374 (Lat: 36.077711, Lng: -79.243758), Route carried "under" structure: Interstate 40, Year Built: 1994, Structure Length: 0. m, Average Daily Traffic: 54,500 (year 2019), Truck Traffic: 23%, Features Intersected: SR1146
Minimum Vertical Clearance: 5.28m (17.32ft), Kilometerpoint: 47.579, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 35.6m (116.8ft)
Structure Number: 1350021, Location: 0.05 MI. E. JCT. SR1374 (Lat: 36.077711, Lng: -79.243758), Route carried "under" structure: Interstate 40, Year Built: 1994, Structure Length: 0. m, Average Daily Traffic: 54,500 (year 2019), Truck Traffic: 23%, Features Intersected: SR1146
Minimum Vertical Clearance: 5.28m (17.32ft), Kilometerpoint: 47.579, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 35.6m (116.8ft)
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Structure Number: 1350021, Location: 0.05 MI. E. JCT. SR1374 (Lat: 36.077711, Lng: -79.243758), Route carried "under" structure: Interstate 40, Year Built: 1994, Structure Length: 0. m, Average Daily Traffic: 54,500 (year 2019), Truck Traffic: 23%, Features Intersected: SR1146
Minimum Vertical Clearance: 5.28m (17.32ft), Kilometerpoint: 47.579, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 35.6m (116.8ft)
Structure Number: 1350021, Location: 0.05 MI. E. JCT. SR1374 (Lat: 36.077711, Lng: -79.243758), Route carried "under" structure: Interstate 40, Year Built: 1994, Structure Length: 0. m, Average Daily Traffic: 54,500 (year 2019), Truck Traffic: 23%, Features Intersected: SR1146
Minimum Vertical Clearance: 5.28m (17.32ft), Kilometerpoint: 47.579, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 35.6m (116.8ft)
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Structure Number: 1350038, Location: 0.2 MI. N. JCT. SR1144 (Lat: 36.079253, Lng: -79.224606), Route carried "under" structure: Interstate 40, Year Built: 1996, Structure Length: 0. m, Average Daily Traffic: 59,000 (year 2017), Truck Traffic: 23%, Features Intersected: SR1114
Minimum Vertical Clearance: 5.63m (18.47ft), Kilometerpoint: 47.884, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.3m (106.0ft)
Structure Number: 1350038, Location: 0.2 MI. N. JCT. SR1144 (Lat: 36.079253, Lng: -79.224606), Route carried "under" structure: Interstate 40, Year Built: 1996, Structure Length: 0. m, Average Daily Traffic: 59,000 (year 2017), Truck Traffic: 23%, Features Intersected: SR1114
Minimum Vertical Clearance: 5.63m (18.47ft), Kilometerpoint: 47.884, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.3m (106.0ft)
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Structure Number: 1350038, Location: 0.2 MI. N. JCT. SR1144 (Lat: 36.079253, Lng: -79.224606), Route carried "under" structure: Interstate 40, Year Built: 1996, Structure Length: 0. m, Average Daily Traffic: 59,000 (year 2017), Truck Traffic: 23%, Features Intersected: SR1114
Minimum Vertical Clearance: 5.86m (19.23ft), Kilometerpoint: 47.884, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.3m (106.0ft)
Structure Number: 1350038, Location: 0.2 MI. N. JCT. SR1144 (Lat: 36.079253, Lng: -79.224606), Route carried "under" structure: Interstate 40, Year Built: 1996, Structure Length: 0. m, Average Daily Traffic: 59,000 (year 2017), Truck Traffic: 23%, Features Intersected: SR1114
Minimum Vertical Clearance: 5.86m (19.23ft), Kilometerpoint: 47.884, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.3m (106.0ft)