Bridge Statistics for Gulf, North Carolina (NC)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 14Number of bridges
- 279ft / 85.3mTotal length
- 44,040Total average daily traffic
- 5,747Total average daily truck traffic
- 88,080Total future (year 2040) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Gulf
- No street view available for this location
- New bridges - historical statistics
- 31950-1959
- 21970-1979
- 41990-1999
- 42000-2009
- 12010-2019
- Bridge Condition - Deck
- 18.2%Very good
- 54.5%Good
- 27.3%Fair
- Bridge Condition - Superstructure
- 45.5%Very good
- 18.2%Good
- 18.2%Satisfactory
- 9.1%Fair
- 9.1%Poor
- Bridge Condition - Substructure
- 9.1%Very good
- 63.6%Good
- 27.3%Satisfactory
- Bridge Condition - Channel
- 70.0%Good
- 10.0%Satisfactory
- 10.0%Fair
- 10.0%Poor
- Bridge Condition - Culverts
- 33.3%Good
- 33.3%Satisfactory
- 33.3%Fair
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Structure Number: 370026, Location: .2 MI. S. JCT. SR2195 (Lat: 35.565586, Lng: -79.298208), Route carried "on" structure: US 421, Year Built: 1957, Status: Open, Structure Length: 5.82m (19.09ft), Average Daily Traffic: 6,500 (year 2017), Truck Traffic: 14%, Average Future Daily Traffic: 13,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: SOUTHERN RAILWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 2, Subroute: 21), Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 14 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.8m (61.7ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 71.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 370026, Location: .2 MI. S. JCT. SR2195 (Lat: 35.565586, Lng: -79.298208), Route carried "on" structure: US 421, Year Built: 1957, Status: Open, Structure Length: 5.82m (19.09ft), Average Daily Traffic: 6,500 (year 2017), Truck Traffic: 14%, Average Future Daily Traffic: 13,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: SOUTHERN RAILWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 2, Subroute: 21), Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 14 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.8m (61.7ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 71.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 370035, Location: 0.3 MI. N. JCT. SR1007 (Lat: 35.558511, Lng: -79.292044), Route carried "on" structure: US 421, Year Built: 1957, Year Reconstructed: 2007, Status: Open, Structure Length: 3.74m (12.27ft), Average Daily Traffic: 5,000 (year 2013), Truck Traffic: 14%, Average Future Daily Traffic: 10,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: NORFOLK SOUTHERN RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 2, Subroute: 21), Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 10 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.1m (39.7ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 48.9 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: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 370035, Location: 0.3 MI. N. JCT. SR1007 (Lat: 35.558511, Lng: -79.292044), Route carried "on" structure: US 421, Year Built: 1957, Year Reconstructed: 2007, Status: Open, Structure Length: 3.74m (12.27ft), Average Daily Traffic: 5,000 (year 2013), Truck Traffic: 14%, Average Future Daily Traffic: 10,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: NORFOLK SOUTHERN RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 2, Subroute: 21), Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 10 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.1m (39.7ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 48.9 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: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 37005, Location: 0.9 MI. S. JCT. SR2146 (Lat: 35.545331, Lng: -79.253242), Route carried "on" structure: US 421, Year Built: 1973, Status: Open, Structure Length: 14.63m (48.00ft), Average Daily Traffic: 7,000 (year 2017), Truck Traffic: 14%, Average Future Daily Traffic: 14,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: DEEP RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 46.634, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 2, Subroute: 21), Owner: State Highway Agency, Approaching Roadway Width: 9.7m (31.8ft), Skew: 10 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Number Of Approach Spans: 2, Length of Maximum Span: 15.8m (51.8ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 57.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: August 2020, Underwater Inspection Date: January 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 37005, Location: 0.9 MI. S. JCT. SR2146 (Lat: 35.545331, Lng: -79.253242), Route carried "on" structure: US 421, Year Built: 1973, Status: Open, Structure Length: 14.63m (48.00ft), Average Daily Traffic: 7,000 (year 2017), Truck Traffic: 14%, Average Future Daily Traffic: 14,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: DEEP RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 46.634, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 2, Subroute: 21), Owner: State Highway Agency, Approaching Roadway Width: 9.7m (31.8ft), Skew: 10 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Number Of Approach Spans: 2, Length of Maximum Span: 15.8m (51.8ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 57.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: August 2020, Underwater Inspection Date: January 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 370051, Location: 0.9 MI. S. JCT. SR2146 (Lat: 35.545503, Lng: -79.253111), Route carried "on" structure: US 421, Year Built: 2000, Status: Open, Structure Length: 14.63m (48.00ft), Average Daily Traffic: 6,500 (year 2010), Truck Traffic: 14%, Average Future Daily Traffic: 13,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: DEEP RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 2, Subroute: 21), Owner: State Highway Agency, Approaching Roadway Width: 10.9m (35.8ft), Skew: 10 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 2, Length of Maximum Span: 31.6m (103.7ft), Curb-To-Curb Width: 11.5m (37.7ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 78.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 370051, Location: 0.9 MI. S. JCT. SR2146 (Lat: 35.545503, Lng: -79.253111), Route carried "on" structure: US 421, Year Built: 2000, Status: Open, Structure Length: 14.63m (48.00ft), Average Daily Traffic: 6,500 (year 2010), Truck Traffic: 14%, Average Future Daily Traffic: 13,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: DEEP RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 2, Subroute: 21), Owner: State Highway Agency, Approaching Roadway Width: 10.9m (35.8ft), Skew: 10 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 2, Length of Maximum Span: 31.6m (103.7ft), Curb-To-Curb Width: 11.5m (37.7ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 78.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: August 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: 370157, Location: 0.7 MI. S. JCT. SR2153 (Lat: 35.567789, Lng: -79.246208), Route carried "on" structure: State highway 2145, Year Built: 2017, Status: Open, Structure Length: 3.10m (10.17ft), Average Daily Traffic: 370 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 740 (year 2040), Design Load: HL 93, Features Intersected: CEDAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 30.1m (98.8ft), 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: 73.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 46.2 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: November 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 370157, Location: 0.7 MI. S. JCT. SR2153 (Lat: 35.567789, Lng: -79.246208), Route carried "on" structure: State highway 2145, Year Built: 2017, Status: Open, Structure Length: 3.10m (10.17ft), Average Daily Traffic: 370 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 740 (year 2040), Design Load: HL 93, Features Intersected: CEDAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 30.1m (98.8ft), 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: 73.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 46.2 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: November 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: 370158, Location: 0.4 MI. S. JCT. SR1953 (Lat: 35.582869, Lng: -79.241442), Route carried "on" structure: State highway 2153, Year Built: 2002, Status: Open, Structure Length: 2.80m (9.19ft), Average Daily Traffic: 310 (year 2015), Truck Traffic: 6%, Average Future Daily Traffic: 620 (year 2040), Design Load: HS 20+Mod, Features Intersected: GEORGE'S CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.8m (38.7ft), Curb-To-Curb Width: 8.3m (27.2ft), Out-to-Out Width: 9.1m (29.9ft)
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: 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: September 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 370158, Location: 0.4 MI. S. JCT. SR1953 (Lat: 35.582869, Lng: -79.241442), Route carried "on" structure: State highway 2153, Year Built: 2002, Status: Open, Structure Length: 2.80m (9.19ft), Average Daily Traffic: 310 (year 2015), Truck Traffic: 6%, Average Future Daily Traffic: 620 (year 2040), Design Load: HS 20+Mod, Features Intersected: GEORGE'S CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.8m (38.7ft), Curb-To-Curb Width: 8.3m (27.2ft), Out-to-Out Width: 9.1m (29.9ft)
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: 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: September 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 370166, Location: 0.4 MI. N. JCT. SR2139 (Lat: 35.566236, Lng: -79.283994), Route carried "on" structure: State highway 2142, Year Built: 1996, Status: Open, Structure Length: 1.12m (3.67ft), Average Daily Traffic: 400 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 800 (year 2040), Design Load: HS 20+Mod, Features Intersected: CEDAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.4m (17.7ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.6m (11.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 52.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020
Structure Number: 370166, Location: 0.4 MI. N. JCT. SR2139 (Lat: 35.566236, Lng: -79.283994), Route carried "on" structure: State highway 2142, Year Built: 1996, Status: Open, Structure Length: 1.12m (3.67ft), Average Daily Traffic: 400 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 800 (year 2040), Design Load: HS 20+Mod, Features Intersected: CEDAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.4m (17.7ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.6m (11.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 52.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020
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Structure Number: 370169, Location: 0.1 MI. S. JCT. US421 (Lat: 35.555067, Lng: -79.287036), Route carried "on" structure: State highway 1007, Year Built: 1959, Status: Posted for load, Structure Length: 12.83m (42.09ft), Average Daily Traffic: 460 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 920 (year 2040), Design Load: H 15, Features Intersected: DEEP RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 19.5m (64.0ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Satisfactory, Channel: Poor, Operating Rating: 37.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: November 2020, Underwater Inspection Date: January 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 370169, Location: 0.1 MI. S. JCT. US421 (Lat: 35.555067, Lng: -79.287036), Route carried "on" structure: State highway 1007, Year Built: 1959, Status: Posted for load, Structure Length: 12.83m (42.09ft), Average Daily Traffic: 460 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 920 (year 2040), Design Load: H 15, Features Intersected: DEEP RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 19.5m (64.0ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Satisfactory, Channel: Poor, Operating Rating: 37.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: November 2020, Underwater Inspection Date: January 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 370201, Location: 0.4 MI. S. JCT. SR2140 (Lat: 35.538311, Lng: -79.335378), Route carried "on" structure: State highway 2306, Year Built: 1992, Status: Open, Structure Length: 4.29m (14.07ft), Average Daily Traffic: 640 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 1,280 (year 2040), Design Load: HS 20+Mod, Features Intersected: INDIAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 76.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.3 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: August 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 370201, Location: 0.4 MI. S. JCT. SR2140 (Lat: 35.538311, Lng: -79.335378), Route carried "on" structure: State highway 2306, Year Built: 1992, Status: Open, Structure Length: 4.29m (14.07ft), Average Daily Traffic: 640 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 1,280 (year 2040), Design Load: HS 20+Mod, Features Intersected: INDIAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 76.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.3 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: August 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 370473, Location: 0.1 MI. S. JCT. SR2145 (Lat: 35.570469, Lng: -79.240456), Route carried "on" structure: State highway 2153, Year Built: 1992, Status: Open, Structure Length: 9.87m (32.38ft), Average Daily Traffic: 310 (year 2015), Truck Traffic: 6%, Average Future Daily Traffic: 620 (year 2040), Design Load: HS 20+Mod, Features Intersected: DEEP RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 24.3m (79.7ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 83.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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, Underwater Inspection Frequency: Every 60 months, Inspection Date: September 2021, Underwater Inspection Date: Febuary 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 370473, Location: 0.1 MI. S. JCT. SR2145 (Lat: 35.570469, Lng: -79.240456), Route carried "on" structure: State highway 2153, Year Built: 1992, Status: Open, Structure Length: 9.87m (32.38ft), Average Daily Traffic: 310 (year 2015), Truck Traffic: 6%, Average Future Daily Traffic: 620 (year 2040), Design Load: HS 20+Mod, Features Intersected: DEEP RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 24.3m (79.7ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 83.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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, Underwater Inspection Frequency: Every 60 months, Inspection Date: September 2021, Underwater Inspection Date: Febuary 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 370493, Location: 0.3 MI. N. JCT. SR2135 (Lat: 35.576022, Lng: -79.280267), Route carried "on" structure: State highway 2142, Year Built: 1978, Status: Open, Structure Length: 1.03m (3.38ft), Average Daily Traffic: 350 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 700 (year 2040), Design Load: HS 20+Mod, Features Intersected: BRANCH OF CEDAR 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: 3 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: 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: November 2021
Structure Number: 370493, Location: 0.3 MI. N. JCT. SR2135 (Lat: 35.576022, Lng: -79.280267), Route carried "on" structure: State highway 2142, Year Built: 1978, Status: Open, Structure Length: 1.03m (3.38ft), Average Daily Traffic: 350 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 700 (year 2040), Design Load: HS 20+Mod, Features Intersected: BRANCH OF CEDAR 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: 3 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: 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: November 2021
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Structure Number: 370506, Location: 0.3 MI. N. JCT. SR1007 (Lat: 35.558383, Lng: -79.292231), Route carried "on" structure: US 421, Year Built: 2008, Status: Open, Structure Length: 4.05m (13.29ft), Average Daily Traffic: 7,000 (year 2018), Truck Traffic: 14%, Average Future Daily Traffic: 14,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: NORFOLK SOUTHERN RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 2, Subroute: 21), Owner: State Highway Agency, Approaching Roadway Width: 10.3m (33.8ft), Skew: 10 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.1m (52.8ft), Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 11.7m (38.4ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 69.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 370506, Location: 0.3 MI. N. JCT. SR1007 (Lat: 35.558383, Lng: -79.292231), Route carried "on" structure: US 421, Year Built: 2008, Status: Open, Structure Length: 4.05m (13.29ft), Average Daily Traffic: 7,000 (year 2018), Truck Traffic: 14%, Average Future Daily Traffic: 14,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: NORFOLK SOUTHERN RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 2, Subroute: 21), Owner: State Highway Agency, Approaching Roadway Width: 10.3m (33.8ft), Skew: 10 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.1m (52.8ft), Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 11.7m (38.4ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 69.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 370507, Location: 0.2 MI. S. JCT. SR2195 (Lat: 35.565681, Lng: -79.298556), Route carried "on" structure: US 421, Year Built: 2008, Status: Open, Structure Length: 6.58m (21.59ft), Average Daily Traffic: 6,500 (year 2018), Truck Traffic: 14%, Average Future Daily Traffic: 13,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: SOUTHERN RAILWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 2, Subroute: 21), Owner: State Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Skew: 14 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 31.0m (101.7ft), Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 11.7m (38.4ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 54.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 370507, Location: 0.2 MI. S. JCT. SR2195 (Lat: 35.565681, Lng: -79.298556), Route carried "on" structure: US 421, Year Built: 2008, Status: Open, Structure Length: 6.58m (21.59ft), Average Daily Traffic: 6,500 (year 2018), Truck Traffic: 14%, Average Future Daily Traffic: 13,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: SOUTHERN RAILWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 2, Subroute: 21), Owner: State Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Skew: 14 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 31.0m (101.7ft), Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 11.7m (38.4ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 54.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1050017, Location: 0.7 MI. E. JCT. SR1007 (Lat: 35.504919, Lng: -79.291683), Route carried "on" structure: State highway 42, Year Built: 1991, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 2,700 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 5,400 (year 2040), Design Load: HS 20+Mod, Features Intersected: LITTLE POCKET CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), 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: 62.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 48.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: 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 2021
Structure Number: 1050017, Location: 0.7 MI. E. JCT. SR1007 (Lat: 35.504919, Lng: -79.291683), Route carried "on" structure: State highway 42, Year Built: 1991, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 2,700 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 5,400 (year 2040), Design Load: HS 20+Mod, Features Intersected: LITTLE POCKET CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), 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: 62.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 48.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: 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 2021