Bridge Statistics for Wade, North Carolina (NC)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 13Number of bridges
- 79ft / 23.7mTotal length
- 175,160Total average daily traffic
- 39,379Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Wade
- No street view available for this location
- New bridges - historical statistics
- 11920-1929
- 71950-1959
- 11970-1979
- 31980-1989
- 11990-1999
- Reconstructed bridges - Historical Statistics
- 11930-1939
- 01940-1949
- 01950-1959
- 01960-1969
- 01970-1979
- 01980-1989
- 01990-1999
- 22000-2009
- Bridge Condition - Deck
- 50.0%Good
- 50.0%Satisfactory
- Bridge Condition - Superstructure
- 25.0%Good
- 50.0%Satisfactory
- 25.0%Fair
- Bridge Condition - Substructure
- 25.0%Satisfactory
- 75.0%Fair
- Bridge Condition - Channel
- 57.1%Good
- 42.9%Fair
- Bridge Condition - Culverts
- 20.0%Good
- 20.0%Satisfactory
- 60.0%Fair
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Structure Number: 510064, Location: 1.0 MI SW OF JCT SR1609 (Lat: 35.187833, Lng: -78.783219), Route carried "on" structure: State highway 1710, Year Built: 1980, Status: Open, Structure Length: 1.09m (3.58ft), Average Daily Traffic: 280 (year 2013), Truck Traffic: 6%, Average Future Daily Traffic: 560 (year 2025), Design Load: HS 20+Mod, Features Intersected: CR. OFF CAPE FEAR RIV.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, 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: August 2020
Structure Number: 510064, Location: 1.0 MI SW OF JCT SR1609 (Lat: 35.187833, Lng: -78.783219), Route carried "on" structure: State highway 1710, Year Built: 1980, Status: Open, Structure Length: 1.09m (3.58ft), Average Daily Traffic: 280 (year 2013), Truck Traffic: 6%, Average Future Daily Traffic: 560 (year 2025), Design Load: HS 20+Mod, Features Intersected: CR. OFF CAPE FEAR RIV.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, 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: August 2020
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Structure Number: 510091, Location: .7 MI.N. OF JCT.SR1719 (Lat: 35.147425, Lng: -78.757247), Route carried "on" structure: State highway 1716, Year Built: 1973, Status: Posted for load, Structure Length: 1.67m (5.48ft), Average Daily Traffic: 150 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 300 (year 2040), Features Intersected: WADE CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.4m (17.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 26.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 15.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, 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: > 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 510091, Location: .7 MI.N. OF JCT.SR1719 (Lat: 35.147425, Lng: -78.757247), Route carried "on" structure: State highway 1716, Year Built: 1973, Status: Posted for load, Structure Length: 1.67m (5.48ft), Average Daily Traffic: 150 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 300 (year 2040), Features Intersected: WADE CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.4m (17.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 26.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 15.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, 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: > 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 510092, Location: 0.5 MI.W. OF JCT.SR1716 (Lat: 35.159597, Lng: -78.757917), Route carried "on" structure: State highway 1717, Year Built: 1995, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 100 (year 2013), Truck Traffic: 6%, Average Future Daily Traffic: 200 (year 2040), Design Load: HS 20+Mod, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.4m (17.7ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.6m (11.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020
Structure Number: 510092, Location: 0.5 MI.W. OF JCT.SR1716 (Lat: 35.159597, Lng: -78.757917), Route carried "on" structure: State highway 1717, Year Built: 1995, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 100 (year 2013), Truck Traffic: 6%, Average Future Daily Traffic: 200 (year 2040), Design Load: HS 20+Mod, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.4m (17.7ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.6m (11.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020
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Structure Number: 510093, Location: 2.3 MI.E. OF JCT.SR1718 (Lat: 35.172272, Lng: -78.753569), Route carried "on" structure: State highway 1714, Year Built: 1983, Status: Open, Structure Length: 2.80m (9.19ft), Average Daily Traffic: 1,300 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 2,600 (year 2040), Design Load: HS 20+Mod, Features Intersected: BR OF CAPE FEAR RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Good, Operating Rating: 66.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 510093, Location: 2.3 MI.E. OF JCT.SR1718 (Lat: 35.172272, Lng: -78.753569), Route carried "on" structure: State highway 1714, Year Built: 1983, Status: Open, Structure Length: 2.80m (9.19ft), Average Daily Traffic: 1,300 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 2,600 (year 2040), Design Load: HS 20+Mod, Features Intersected: BR OF CAPE FEAR RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Good, Operating Rating: 66.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 510154, Location: 1.0 MI. W. JCT. SR1005 (Lat: 35.159208, Lng: -78.715997), Route carried "on" structure: State highway 1815, Year Built: 1956, Year Reconstructed: 2009, Status: Open, Structure Length: 6.73m (22.08ft), Average Daily Traffic: 1,400 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 2,800 (year 2040), Design Load: HS 15, Features Intersected: I95
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.653, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), 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: 17.0m (55.8ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Operating Rating: 48.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 510154, Location: 1.0 MI. W. JCT. SR1005 (Lat: 35.159208, Lng: -78.715997), Route carried "on" structure: State highway 1815, Year Built: 1956, Year Reconstructed: 2009, Status: Open, Structure Length: 6.73m (22.08ft), Average Daily Traffic: 1,400 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 2,800 (year 2040), Design Load: HS 15, Features Intersected: I95
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.653, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), 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: 17.0m (55.8ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Operating Rating: 48.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 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: 510155, Location: 0.8 MI.E. OF JCT.US 301 (Lat: 35.176561, Lng: -78.697639), Route carried "on" structure: State highway 1813, Year Built: 1957, Year Reconstructed: 2009, Status: Open, Structure Length: 8.53m (27.99ft), Average Daily Traffic: 130 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 260 (year 2040), Design Load: H 15, Features Intersected: I95
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: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 21.3m (69.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 510155, Location: 0.8 MI.E. OF JCT.US 301 (Lat: 35.176561, Lng: -78.697639), Route carried "on" structure: State highway 1813, Year Built: 1957, Year Reconstructed: 2009, Status: Open, Structure Length: 8.53m (27.99ft), Average Daily Traffic: 130 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 260 (year 2040), Design Load: H 15, Features Intersected: I95
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: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 21.3m (69.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 510247, Location: 0.1 MI.N.JCT.SR1005 (Lat: 35.144722, Lng: -78.741772), Route carried "on" structure: US 301, Year Built: 1926, Year Reconstructed: 1939, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 1,900 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 3,800 (year 2040), Design Load: HS 20, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: March 2020, Underwater Inspection Date: March 2020
Structure Number: 510247, Location: 0.1 MI.N.JCT.SR1005 (Lat: 35.144722, Lng: -78.741772), Route carried "on" structure: US 301, Year Built: 1926, Year Reconstructed: 1939, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 1,900 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 3,800 (year 2040), Design Load: HS 20, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: March 2020, Underwater Inspection Date: March 2020
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Structure Number: 510253, Location: 1.8 MI. N. JCT. US13 (Lat: 35.143786, Lng: -78.732322), Route carried "on" structure: Interstate 95, Year Built: 1956, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 57,500 (year 2018), Truck Traffic: 23%, Average Future Daily Traffic: 115,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.227, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 1, Subroute: 95), Owner: State Highway Agency, Approaching Roadway Width: 27.4m (89.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.1m (6.9ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: January 2022, Underwater Inspection Date: January 2022
Structure Number: 510253, Location: 1.8 MI. N. JCT. US13 (Lat: 35.143786, Lng: -78.732322), Route carried "on" structure: Interstate 95, Year Built: 1956, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 57,500 (year 2018), Truck Traffic: 23%, Average Future Daily Traffic: 115,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.227, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 1, Subroute: 95), Owner: State Highway Agency, Approaching Roadway Width: 27.4m (89.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.1m (6.9ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: January 2022, Underwater Inspection Date: January 2022
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Structure Number: 510262, Location: 1.25 MI. NW. JCT. US301 (Lat: 35.192339, Lng: -78.710917), Route carried "on" structure: State highway 53, Year Built: 1989, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 400 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 800 (year 2040), Design Load: HS 20+Mod, Features Intersected: INDIAN CREEK, Facility Carried by Structure: SR1802
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.1m (16.7ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 89.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021
Structure Number: 510262, Location: 1.25 MI. NW. JCT. US301 (Lat: 35.192339, Lng: -78.710917), Route carried "on" structure: State highway 53, Year Built: 1989, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 400 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 800 (year 2040), Design Load: HS 20+Mod, Features Intersected: INDIAN CREEK, Facility Carried by Structure: SR1802
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.1m (16.7ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 89.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021
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Structure Number: 510154, Location: 1.0 MI. W. JCT. SR1005 (Lat: 35.159208, Lng: -78.715997), Route carried "under" structure: Interstate 95, Year Built: 1956, Structure Length: 0. m, Average Daily Traffic: 27,500 (year 2017), Truck Traffic: 23%, Features Intersected: SR1815
Minimum Vertical Clearance: 5.33m (17.49ft), Kilometerpoint: 18.653, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Slab, Length of Maximum Span: 17.0m (55.8ft)
Structure Number: 510154, Location: 1.0 MI. W. JCT. SR1005 (Lat: 35.159208, Lng: -78.715997), Route carried "under" structure: Interstate 95, Year Built: 1956, Structure Length: 0. m, Average Daily Traffic: 27,500 (year 2017), Truck Traffic: 23%, Features Intersected: SR1815
Minimum Vertical Clearance: 5.33m (17.49ft), Kilometerpoint: 18.653, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Slab, Length of Maximum Span: 17.0m (55.8ft)
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Structure Number: 510154, Location: 1.0 MI. W. JCT. SR1005 (Lat: 35.159208, Lng: -78.715997), Route carried "under" structure: Interstate 95, Year Built: 1956, Structure Length: 0. m, Average Daily Traffic: 27,500 (year 2017), Truck Traffic: 23%, Features Intersected: SR1815
Minimum Vertical Clearance: 5.33m (17.49ft), Kilometerpoint: 18.653, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Slab, Length of Maximum Span: 17.0m (55.8ft)
Structure Number: 510154, Location: 1.0 MI. W. JCT. SR1005 (Lat: 35.159208, Lng: -78.715997), Route carried "under" structure: Interstate 95, Year Built: 1956, Structure Length: 0. m, Average Daily Traffic: 27,500 (year 2017), Truck Traffic: 23%, Features Intersected: SR1815
Minimum Vertical Clearance: 5.33m (17.49ft), Kilometerpoint: 18.653, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Slab, Length of Maximum Span: 17.0m (55.8ft)
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Structure Number: 510155, Location: 0.8 MI.E. OF JCT.US 301 (Lat: 35.176561, Lng: -78.697639), Route carried "under" structure: Interstate 95, Year Built: 1957, Structure Length: 0. m, Average Daily Traffic: 28,500 (year 2019), Truck Traffic: 23%, Features Intersected: SR1813
Minimum Vertical Clearance: 4.93m (16.17ft), Kilometerpoint: 19.141, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.3m (69.9ft)
Structure Number: 510155, Location: 0.8 MI.E. OF JCT.US 301 (Lat: 35.176561, Lng: -78.697639), Route carried "under" structure: Interstate 95, Year Built: 1957, Structure Length: 0. m, Average Daily Traffic: 28,500 (year 2019), Truck Traffic: 23%, Features Intersected: SR1813
Minimum Vertical Clearance: 4.93m (16.17ft), Kilometerpoint: 19.141, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.3m (69.9ft)
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Structure Number: 510155, Location: 0.8 MI.E. OF JCT.US 301 (Lat: 35.176561, Lng: -78.697639), Route carried "under" structure: Interstate 95, Year Built: 1957, Structure Length: 0. m, Average Daily Traffic: 28,500 (year 2019), Truck Traffic: 23%, Features Intersected: SR1813
Minimum Vertical Clearance: 5.00m (16.40ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.3m (69.9ft)
Structure Number: 510155, Location: 0.8 MI.E. OF JCT.US 301 (Lat: 35.176561, Lng: -78.697639), Route carried "under" structure: Interstate 95, Year Built: 1957, Structure Length: 0. m, Average Daily Traffic: 28,500 (year 2019), Truck Traffic: 23%, Features Intersected: SR1813
Minimum Vertical Clearance: 5.00m (16.40ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.3m (69.9ft)