Bridge Statistics for Walstonburg, North Carolina (NC)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 15Number of bridges
- 89ft / 26.7mTotal length
- 70,230Total average daily traffic
- 9,354Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Walstonburg
- No street view available for this location
- New bridges - historical statistics
- 11940-1949
- 11960-1969
- 11970-1979
- 51980-1989
- 42000-2009
- 32010-2019
- Bridge Condition - Deck
- 42.9%Very good
- 57.1%Good
- Bridge Condition - Superstructure
- 42.9%Very good
- 42.9%Good
- 14.3%Satisfactory
- Bridge Condition - Substructure
- 28.6%Very good
- 42.9%Good
- 14.3%Satisfactory
- 14.3%Fair
- Bridge Condition - Channel
- 11.1%Very good
- 22.2%Good
- 55.6%Satisfactory
- 11.1%Fair
- Bridge Condition - Culverts
- 25.0%Good
- 75.0%Satisfactory
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Structure Number: 790009, Location: 0.4 MI. E. JCT. SR1325 (Lat: 35.541228, Lng: -77.669511), Route carried "on" structure: State highway 1324, Year Built: 2015, Status: Open, Structure Length: 2.65m (8.69ft), Average Daily Traffic: 500 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 1,000 (year 2040), Design Load: HL 93, Features Intersected: SANDY RUN
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), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 16.4m (53.8ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 49.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: December 2021, Underwater Inspection Date: Febuary 2019, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 790009, Location: 0.4 MI. E. JCT. SR1325 (Lat: 35.541228, Lng: -77.669511), Route carried "on" structure: State highway 1324, Year Built: 2015, Status: Open, Structure Length: 2.65m (8.69ft), Average Daily Traffic: 500 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 1,000 (year 2040), Design Load: HL 93, Features Intersected: SANDY RUN
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), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 16.4m (53.8ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 49.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: December 2021, Underwater Inspection Date: Febuary 2019, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 790011, Location: 0.5 MI. W. JCT. SR1237 (Lat: 35.560539, Lng: -77.715403), Route carried "on" structure: State highway 1238, Year Built: 1989, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 90 (year 2000), Average Future Daily Traffic: 180 (year 2040), Design Load: HS 20+Mod, Features Intersected: BEAMAN RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.0m (19.7ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.3m (10.8ft)
Condition: Channel: Fair, 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: December 2021, Underwater Inspection Date: December 2021
Structure Number: 790011, Location: 0.5 MI. W. JCT. SR1237 (Lat: 35.560539, Lng: -77.715403), Route carried "on" structure: State highway 1238, Year Built: 1989, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 90 (year 2000), Average Future Daily Traffic: 180 (year 2040), Design Load: HS 20+Mod, Features Intersected: BEAMAN RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.0m (19.7ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.3m (10.8ft)
Condition: Channel: Fair, 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: December 2021, Underwater Inspection Date: December 2021
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Structure Number: 790012, Location: 0.7 MI. W. OF JCT. NC121 (Lat: 35.613350, Lng: -77.706564), Route carried "on" structure: Alternate US 264, Year Built: 1960, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 1,300 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 2,600 (year 2040), Design Load: HS 20+Mod, Features Intersected: THOMPSON SWAMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
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: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: December 2021, Underwater Inspection Date: December 2021
Structure Number: 790012, Location: 0.7 MI. W. OF JCT. NC121 (Lat: 35.613350, Lng: -77.706564), Route carried "on" structure: Alternate US 264, Year Built: 1960, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 1,300 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 2,600 (year 2040), Design Load: HS 20+Mod, Features Intersected: THOMPSON SWAMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
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: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: December 2021, Underwater Inspection Date: December 2021
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Structure Number: 790024, Location: 0.05 MI. E. JCT NC91 (Lat: 35.606836, Lng: -77.679806), Route carried "on" structure: Alternate US 264, Year Built: 1940, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 1,400 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 2,800 (year 2040), Design Load: HS 20, Features Intersected: LIGHTER KNOT SWAMP
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: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.6m (11.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 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: December 2021
Structure Number: 790024, Location: 0.05 MI. E. JCT NC91 (Lat: 35.606836, Lng: -77.679806), Route carried "on" structure: Alternate US 264, Year Built: 1940, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 1,400 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 2,800 (year 2040), Design Load: HS 20, Features Intersected: LIGHTER KNOT SWAMP
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: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.6m (11.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 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: December 2021
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Structure Number: 790093, Location: 0.4 MI. S. OF JCT. SR1225 (Lat: 35.553817, Lng: -77.731236), Route carried "on" structure: State highway 1240, Year Built: 2016, Status: Open, Structure Length: 1.98m (6.50ft), Average Daily Traffic: 250 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 500 (year 2040), Design Load: HL 93, Features Intersected: BEAMAN RUN
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: 1, Length of Maximum Span: 19.5m (64.0ft), 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: 56.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), 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: December 2021, Underwater Inspection Date: December 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 790093, Location: 0.4 MI. S. OF JCT. SR1225 (Lat: 35.553817, Lng: -77.731236), Route carried "on" structure: State highway 1240, Year Built: 2016, Status: Open, Structure Length: 1.98m (6.50ft), Average Daily Traffic: 250 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 500 (year 2040), Design Load: HL 93, Features Intersected: BEAMAN RUN
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: 1, Length of Maximum Span: 19.5m (64.0ft), 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: 56.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), 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: December 2021, Underwater Inspection Date: December 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: 790098, Location: 0.7 MI. W. OF JCT. 264-A (Lat: 35.614714, Lng: -77.665075), Route carried "on" structure: US 264, Year Built: 1986, Year Reconstructed: 1997, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 21,500 (year 2019), Truck Traffic: 14%, Average Future Daily Traffic: 43,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: THOMPSON CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.105, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 2, Subroute: 64), Owner: State Highway Agency, Approaching Roadway Width: 24.9m (81.7ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.5m (14.8ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 57.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 44.4 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: December 2021
Structure Number: 790098, Location: 0.7 MI. W. OF JCT. 264-A (Lat: 35.614714, Lng: -77.665075), Route carried "on" structure: US 264, Year Built: 1986, Year Reconstructed: 1997, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 21,500 (year 2019), Truck Traffic: 14%, Average Future Daily Traffic: 43,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: THOMPSON CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.105, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 2, Subroute: 64), Owner: State Highway Agency, Approaching Roadway Width: 24.9m (81.7ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.5m (14.8ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 57.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 44.4 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: December 2021
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Structure Number: 790099, Location: 0.3MI.N.JCT.SR1310 (Lat: 35.623089, Lng: -77.707503), Route carried "on" structure: State highway 1308, Year Built: 1986, Status: Open, Structure Length: 6.76m (22.18ft), Average Daily Traffic: 490 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 980 (year 2040), Design Load: HS 20+Mod, Features Intersected: US264
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: 7.0m (23.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Number Of Approach Spans: 2, Length of Maximum Span: 21.6m (70.9ft), Curb-To-Curb Width: 7.8m (25.6ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 89.8 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: Somewhat better than minimum adequacy, 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: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 790099, Location: 0.3MI.N.JCT.SR1310 (Lat: 35.623089, Lng: -77.707503), Route carried "on" structure: State highway 1308, Year Built: 1986, Status: Open, Structure Length: 6.76m (22.18ft), Average Daily Traffic: 490 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 980 (year 2040), Design Load: HS 20+Mod, Features Intersected: US264
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: 7.0m (23.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Number Of Approach Spans: 2, Length of Maximum Span: 21.6m (70.9ft), Curb-To-Curb Width: 7.8m (25.6ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 89.8 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: Somewhat better than minimum adequacy, 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: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 790102, Location: 0.2 MI. S. OF JCT. SR1310 (Lat: 35.616853, Lng: -77.677258), Route carried "on" structure: State highway 91, Year Built: 2000, Status: Open, Structure Length: 6.06m (19.88ft), Average Daily Traffic: 1,200 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 2,400 (year 2040), Design Load: HS 20+Mod, Features Intersected: US264
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.922, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 29.5m (96.8ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.7m (38.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 81.6 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, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 790102, Location: 0.2 MI. S. OF JCT. SR1310 (Lat: 35.616853, Lng: -77.677258), Route carried "on" structure: State highway 91, Year Built: 2000, Status: Open, Structure Length: 6.06m (19.88ft), Average Daily Traffic: 1,200 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 2,400 (year 2040), Design Load: HS 20+Mod, Features Intersected: US264
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.922, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 29.5m (96.8ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.7m (38.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 81.6 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, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1470074, Location: 0.8 MI S JCT SR 1200 (Lat: 35.623236, Lng: -77.673619), Route carried "on" structure: State highway 1231, Year Built: 1977, Status: Posted for load, Structure Length: 1.61m (5.28ft), Average Daily Traffic: 650 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 1,300 (year 2025), Features Intersected: CONTENTNEA CREEK
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: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.1m (16.7ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 38.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 26.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to 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, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 1470074, Location: 0.8 MI S JCT SR 1200 (Lat: 35.623236, Lng: -77.673619), Route carried "on" structure: State highway 1231, Year Built: 1977, Status: Posted for load, Structure Length: 1.61m (5.28ft), Average Daily Traffic: 650 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 1,300 (year 2025), Features Intersected: CONTENTNEA CREEK
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: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.1m (16.7ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 38.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 26.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to 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, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1470084, Location: 0.5 MI W JCT SR 1232 (Lat: 35.647125, Lng: -77.686528), Route carried "on" structure: State highway 1233, Year Built: 2003, Status: Open, Structure Length: 2.80m (9.19ft), Average Daily Traffic: 120 (year 2000), Truck Traffic: 6%, Average Future Daily Traffic: 240 (year 2040), Design Load: HS 20+Mod, Features Intersected: LITTLE CONTENTNEA 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), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 59.8 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, Inspection Date: July 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1470084, Location: 0.5 MI W JCT SR 1232 (Lat: 35.647125, Lng: -77.686528), Route carried "on" structure: State highway 1233, Year Built: 2003, Status: Open, Structure Length: 2.80m (9.19ft), Average Daily Traffic: 120 (year 2000), Truck Traffic: 6%, Average Future Daily Traffic: 240 (year 2040), Design Load: HS 20+Mod, Features Intersected: LITTLE CONTENTNEA 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), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 59.8 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, Inspection Date: July 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1950119, Location: 0.7 MI. S. JCT. NC222 (Lat: 35.652900, Lng: -77.701892), Route carried "on" structure: State highway 1531, Year Built: 2017, Status: Open, Structure Length: 1.73m (5.68ft), Average Daily Traffic: 230 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 460 (year 2040), Design Load: HL 93, Features Intersected: LITTLE CONTENTNEA 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: 1, Number Of Approach Spans: 2, Length of Maximum Span: 17.0m (55.8ft), 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: Very good, Operating Rating: 61.6 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: 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, Underwater Inspection Frequency: Every 60 months, Inspection Date: October 2021, Underwater Inspection Date: October 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1950119, Location: 0.7 MI. S. JCT. NC222 (Lat: 35.652900, Lng: -77.701892), Route carried "on" structure: State highway 1531, Year Built: 2017, Status: Open, Structure Length: 1.73m (5.68ft), Average Daily Traffic: 230 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 460 (year 2040), Design Load: HL 93, Features Intersected: LITTLE CONTENTNEA 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: 1, Number Of Approach Spans: 2, Length of Maximum Span: 17.0m (55.8ft), 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: Very good, Operating Rating: 61.6 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: 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, Underwater Inspection Frequency: Every 60 months, Inspection Date: October 2021, Underwater Inspection Date: October 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: 790099, Location: 0.3MI.N.JCT.SR1310 (Lat: 35.623089, Lng: -77.707503), Route carried "under" structure: US 264, Year Built: 1986, Structure Length: 0. m, Average Daily Traffic: 10,500 (year 2019), Truck Traffic: 14%, Features Intersected: SR1308
Minimum Vertical Clearance: 5.10m (16.73ft), Kilometerpoint: 17.556, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.6m (70.9ft)
Structure Number: 790099, Location: 0.3MI.N.JCT.SR1310 (Lat: 35.623089, Lng: -77.707503), Route carried "under" structure: US 264, Year Built: 1986, Structure Length: 0. m, Average Daily Traffic: 10,500 (year 2019), Truck Traffic: 14%, Features Intersected: SR1308
Minimum Vertical Clearance: 5.10m (16.73ft), Kilometerpoint: 17.556, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.6m (70.9ft)
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Structure Number: 790099, Location: 0.3MI.N.JCT.SR1310 (Lat: 35.623089, Lng: -77.707503), Route carried "under" structure: US 264, Year Built: 1986, Structure Length: 0. m, Average Daily Traffic: 10,500 (year 2019), Truck Traffic: 14%, Features Intersected: SR1308
Minimum Vertical Clearance: 5.32m (17.45ft), Kilometerpoint: 17.556, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.6m (70.9ft)
Structure Number: 790099, Location: 0.3MI.N.JCT.SR1310 (Lat: 35.623089, Lng: -77.707503), Route carried "under" structure: US 264, Year Built: 1986, Structure Length: 0. m, Average Daily Traffic: 10,500 (year 2019), Truck Traffic: 14%, Features Intersected: SR1308
Minimum Vertical Clearance: 5.32m (17.45ft), Kilometerpoint: 17.556, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.6m (70.9ft)
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Structure Number: 790102, Location: 0.2 MI. S. OF JCT. SR1310 (Lat: 35.616853, Lng: -77.677258), Route carried "under" structure: US 264, Year Built: 2000, Structure Length: 0. m, Average Daily Traffic: 10,750 (year 2019), Truck Traffic: 14%, Features Intersected: NC91
Minimum Vertical Clearance: 5.35m (17.55ft), Kilometerpoint: 17.983, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.5m (96.8ft)
Structure Number: 790102, Location: 0.2 MI. S. OF JCT. SR1310 (Lat: 35.616853, Lng: -77.677258), Route carried "under" structure: US 264, Year Built: 2000, Structure Length: 0. m, Average Daily Traffic: 10,750 (year 2019), Truck Traffic: 14%, Features Intersected: NC91
Minimum Vertical Clearance: 5.35m (17.55ft), Kilometerpoint: 17.983, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.5m (96.8ft)
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Structure Number: 790102, Location: 0.2 MI. S. OF JCT. SR1310 (Lat: 35.616853, Lng: -77.677258), Route carried "under" structure: US 264, Year Built: 2000, Structure Length: 0. m, Average Daily Traffic: 10,750 (year 2019), Truck Traffic: 14%, Features Intersected: NC91
Minimum Vertical Clearance: 5.32m (17.45ft), Kilometerpoint: 17.983, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.5m (96.8ft)
Structure Number: 790102, Location: 0.2 MI. S. OF JCT. SR1310 (Lat: 35.616853, Lng: -77.677258), Route carried "under" structure: US 264, Year Built: 2000, Structure Length: 0. m, Average Daily Traffic: 10,750 (year 2019), Truck Traffic: 14%, Features Intersected: NC91
Minimum Vertical Clearance: 5.32m (17.45ft), Kilometerpoint: 17.983, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.5m (96.8ft)