Bridge Statistics for Ocracoke, North Carolina (NC)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 13Number of bridges
- 148ft / 44.6mTotal length
- 16,350Total average daily traffic
- 1,140Total average daily truck traffic
- 32,700Total future (year 2040) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Ocracoke
- No street view available for this location
- New bridges - historical statistics
- 71990-1999
- 62000-2009
- Bridge Condition - Deck
- 46.2%Satisfactory
- 53.8%Fair
- Bridge Condition - Superstructure
- 23.1%Good
- 15.4%Satisfactory
- 61.5%Fair
- Bridge Condition - Substructure
- 46.2%Good
- 46.2%Fair
- 7.7%Poor
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Structure Number: 95001, Location: 3.3 MI. N. JCT. SR 1333 (Lat: 35.127017, Lng: -75.921436), Route carried "on" structure: State highway 12, Year Built: 2008, Status: Open, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 1,300 (year 2017), Truck Traffic: 7%, Average Future Daily Traffic: 2,600 (year 2040), Design Load: HS 25 or greater, Features Intersected: ISLAND CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.0m (32.8ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.9m (35.8ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Good, Channel: Good, Operating Rating: 84.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: April 2021, Underwater Inspection Date: April 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 95001, Location: 3.3 MI. N. JCT. SR 1333 (Lat: 35.127017, Lng: -75.921436), Route carried "on" structure: State highway 12, Year Built: 2008, Status: Open, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 1,300 (year 2017), Truck Traffic: 7%, Average Future Daily Traffic: 2,600 (year 2040), Design Load: HS 25 or greater, Features Intersected: ISLAND CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.0m (32.8ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.9m (35.8ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Good, Channel: Good, Operating Rating: 84.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: April 2021, Underwater Inspection Date: April 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: 950031, Location: 4.6 MI N JCT SR 1333 (Lat: 35.133958, Lng: -75.908536), Route carried "on" structure: State highway 12, Year Built: 2008, Status: Open, Structure Length: 3.65m (11.98ft), Average Daily Traffic: 1,300 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 2,600 (year 2040), Design Load: HS 25 or greater, Features Intersected: OLD HAMMOCK 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: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.9m (35.8ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 84.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: April 2021, Underwater Inspection Date: April 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 950031, Location: 4.6 MI N JCT SR 1333 (Lat: 35.133958, Lng: -75.908536), Route carried "on" structure: State highway 12, Year Built: 2008, Status: Open, Structure Length: 3.65m (11.98ft), Average Daily Traffic: 1,300 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 2,600 (year 2040), Design Load: HS 25 or greater, Features Intersected: OLD HAMMOCK 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: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.9m (35.8ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 84.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: April 2021, Underwater Inspection Date: April 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 950039, Location: 5.0 MI.N.JCT.SR1333 (Lat: 35.136994, Lng: -75.901572), Route carried "on" structure: State highway 12, Year Built: 2008, Status: Open, Structure Length: 7.62m (25.00ft), Average Daily Traffic: 1,300 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 2,600 (year 2040), Design Load: HS 25 or greater, Features Intersected: MOLASSES CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.689, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.9m (35.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 84.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: April 2021, Underwater Inspection Date: April 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 950039, Location: 5.0 MI.N.JCT.SR1333 (Lat: 35.136994, Lng: -75.901572), Route carried "on" structure: State highway 12, Year Built: 2008, Status: Open, Structure Length: 7.62m (25.00ft), Average Daily Traffic: 1,300 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 2,600 (year 2040), Design Load: HS 25 or greater, Features Intersected: MOLASSES CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.689, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.9m (35.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 84.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: April 2021, Underwater Inspection Date: April 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 950042, Location: 5.5 N JCT SR 1333 (Lat: 35.140461, Lng: -75.893200), Route carried "on" structure: State highway 12, Year Built: 2008, Status: Open, Structure Length: 4.11m (13.48ft), Average Daily Traffic: 1,300 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 2,600 (year 2040), Design Load: HS 25 or greater, Features Intersected: QUORKS POINT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.536, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.9m (35.8ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 84.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: April 2021, Underwater Inspection Date: April 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 950042, Location: 5.5 N JCT SR 1333 (Lat: 35.140461, Lng: -75.893200), Route carried "on" structure: State highway 12, Year Built: 2008, Status: Open, Structure Length: 4.11m (13.48ft), Average Daily Traffic: 1,300 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 2,600 (year 2040), Design Load: HS 25 or greater, Features Intersected: QUORKS POINT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.536, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.9m (35.8ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 84.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: April 2021, Underwater Inspection Date: April 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 950046, Location: 6.0 MI. N. JCT. SR1333 (Lat: 35.143064, Lng: -75.885917), Route carried "on" structure: State highway 12, Year Built: 2008, Status: Open, Structure Length: 3.65m (11.98ft), Average Daily Traffic: 1,300 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 2,600 (year 2040), Design Load: HS 25 or greater, Features Intersected: PARKERS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.384, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.9m (35.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 84.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: April 2021, Underwater Inspection Date: April 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 950046, Location: 6.0 MI. N. JCT. SR1333 (Lat: 35.143064, Lng: -75.885917), Route carried "on" structure: State highway 12, Year Built: 2008, Status: Open, Structure Length: 3.65m (11.98ft), Average Daily Traffic: 1,300 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 2,600 (year 2040), Design Load: HS 25 or greater, Features Intersected: PARKERS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.384, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.9m (35.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 84.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: April 2021, Underwater Inspection Date: April 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 950049, Location: 6.5 MI.N.JCT.SR1333 (Lat: 35.145892, Lng: -75.877775), Route carried "on" structure: State highway 12, Year Built: 2008, Status: Open, Structure Length: 3.65m (11.98ft), Average Daily Traffic: 1,300 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 2,600 (year 2040), Design Load: HS 25 or greater, Features Intersected: TRY YARD 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: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.9m (35.8ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 84.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: April 2021, Underwater Inspection Date: April 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 950049, Location: 6.5 MI.N.JCT.SR1333 (Lat: 35.145892, Lng: -75.877775), Route carried "on" structure: State highway 12, Year Built: 2008, Status: Open, Structure Length: 3.65m (11.98ft), Average Daily Traffic: 1,300 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 2,600 (year 2040), Design Load: HS 25 or greater, Features Intersected: TRY YARD 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: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.9m (35.8ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 84.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: April 2021, Underwater Inspection Date: April 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 950112, Location: OCRACOKE ISLAND (Lat: 35.189900, Lng: -75.779961), Route carried "on" structure: State highway 12, Year Built: 1998, Status: Open, Structure Length: 2.43m (7.97ft), Average Daily Traffic: 1,700 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 3,400 (year 2040), Design Load: HS 20+Mod, Features Intersected: HATTERAS INLET
Minimum Vertical Clearance: 3.87m (12.70ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 4.5m (14.8ft), Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 1, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 4.5m (14.8ft), Out-to-Out Width: 5.4m (17.7ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 68.0 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: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: April 2020, Critical Feature Inspection Date: April 2020, Underwater Inspection Date: April 2020, Deck Structure Type: Steel plate, Wearing Surface/Protective System: Wearing Surface: Other
Structure Number: 950112, Location: OCRACOKE ISLAND (Lat: 35.189900, Lng: -75.779961), Route carried "on" structure: State highway 12, Year Built: 1998, Status: Open, Structure Length: 2.43m (7.97ft), Average Daily Traffic: 1,700 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 3,400 (year 2040), Design Load: HS 20+Mod, Features Intersected: HATTERAS INLET
Minimum Vertical Clearance: 3.87m (12.70ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 4.5m (14.8ft), Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 1, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 4.5m (14.8ft), Out-to-Out Width: 5.4m (17.7ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 68.0 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: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: April 2020, Critical Feature Inspection Date: April 2020, Underwater Inspection Date: April 2020, Deck Structure Type: Steel plate, Wearing Surface/Protective System: Wearing Surface: Other
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Structure Number: 950113, Location: OCRACOKE ISLAND (Lat: 35.189747, Lng: -75.780033), Route carried "on" structure: State highway 12, Year Built: 1998, Status: Open, Structure Length: 2.43m (7.97ft), Average Daily Traffic: 1,700 (year 2017), Truck Traffic: 7%, Average Future Daily Traffic: 3,400 (year 2040), Design Load: HS 20+Mod, Features Intersected: HATTERAS INLET
Minimum Vertical Clearance: 3.91m (12.83ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 5.4m (17.7ft), Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 3, Length of Maximum Span: 12.8m (42.0ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 4.5m (14.8ft), Out-to-Out Width: 5.4m (17.7ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 61.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: April 2020, Critical Feature Inspection Date: April 2020, Underwater Inspection Date: April 2020, Deck Structure Type: Steel plate, Wearing Surface/Protective System: Wearing Surface: Other
Structure Number: 950113, Location: OCRACOKE ISLAND (Lat: 35.189747, Lng: -75.780033), Route carried "on" structure: State highway 12, Year Built: 1998, Status: Open, Structure Length: 2.43m (7.97ft), Average Daily Traffic: 1,700 (year 2017), Truck Traffic: 7%, Average Future Daily Traffic: 3,400 (year 2040), Design Load: HS 20+Mod, Features Intersected: HATTERAS INLET
Minimum Vertical Clearance: 3.91m (12.83ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 5.4m (17.7ft), Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 3, Length of Maximum Span: 12.8m (42.0ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 4.5m (14.8ft), Out-to-Out Width: 5.4m (17.7ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 61.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: April 2020, Critical Feature Inspection Date: April 2020, Underwater Inspection Date: April 2020, Deck Structure Type: Steel plate, Wearing Surface/Protective System: Wearing Surface: Other
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Structure Number: 950114, Location: S.END OF NC12 (Lat: 35.115547, Lng: -75.986694), Route carried "on" structure: State highway 12, Year Built: 1997, Status: Open, Structure Length: 3.23m (10.60ft), Average Daily Traffic: 1,200 (year 2017), Truck Traffic: 7%, Average Future Daily Traffic: 2,400 (year 2040), Design Load: HS 20+Mod, Features Intersected: PAMLICO SOUND, Facility Carried by Structure: NC45 FERRY
Minimum Vertical Clearance: 3.62m (11.88ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 5.4m (17.7ft), Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 11.8m (38.7ft), Curb-To-Curb Width: 4.2m (13.8ft), Out-to-Out Width: 5.4m (17.7ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 38.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: April 2020, Critical Feature Inspection Date: April 2020, Underwater Inspection Date: April 2020, Deck Structure Type: Steel plate, Wearing Surface/Protective System: Wearing Surface: Other
Structure Number: 950114, Location: S.END OF NC12 (Lat: 35.115547, Lng: -75.986694), Route carried "on" structure: State highway 12, Year Built: 1997, Status: Open, Structure Length: 3.23m (10.60ft), Average Daily Traffic: 1,200 (year 2017), Truck Traffic: 7%, Average Future Daily Traffic: 2,400 (year 2040), Design Load: HS 20+Mod, Features Intersected: PAMLICO SOUND, Facility Carried by Structure: NC45 FERRY
Minimum Vertical Clearance: 3.62m (11.88ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 5.4m (17.7ft), Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 11.8m (38.7ft), Curb-To-Curb Width: 4.2m (13.8ft), Out-to-Out Width: 5.4m (17.7ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 38.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: April 2020, Critical Feature Inspection Date: April 2020, Underwater Inspection Date: April 2020, Deck Structure Type: Steel plate, Wearing Surface/Protective System: Wearing Surface: Other
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Structure Number: 950115, Location: S.END OF NC12 (Lat: 35.115569, Lng: -75.986444), Route carried "on" structure: State highway 12, Year Built: 1997, Status: Open, Structure Length: 3.32m (10.89ft), Average Daily Traffic: 1,200 (year 2017), Truck Traffic: 7%, Average Future Daily Traffic: 2,400 (year 2040), Design Load: HS 20+Mod, Features Intersected: PAMLICO SOUND
Minimum Vertical Clearance: 4.21m (13.81ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 5.4m (17.7ft), Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 12.4m (40.7ft), Curb-To-Curb Width: 4.2m (13.8ft), Out-to-Out Width: 5.4m (17.7ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 38.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: April 2020, Critical Feature Inspection Date: April 2020, Underwater Inspection Date: April 2020, Deck Structure Type: Steel plate, Wearing Surface/Protective System: Wearing Surface: Other
Structure Number: 950115, Location: S.END OF NC12 (Lat: 35.115569, Lng: -75.986444), Route carried "on" structure: State highway 12, Year Built: 1997, Status: Open, Structure Length: 3.32m (10.89ft), Average Daily Traffic: 1,200 (year 2017), Truck Traffic: 7%, Average Future Daily Traffic: 2,400 (year 2040), Design Load: HS 20+Mod, Features Intersected: PAMLICO SOUND
Minimum Vertical Clearance: 4.21m (13.81ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 5.4m (17.7ft), Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 12.4m (40.7ft), Curb-To-Curb Width: 4.2m (13.8ft), Out-to-Out Width: 5.4m (17.7ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 38.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: April 2020, Critical Feature Inspection Date: April 2020, Underwater Inspection Date: April 2020, Deck Structure Type: Steel plate, Wearing Surface/Protective System: Wearing Surface: Other
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Structure Number: 950116, Location: OCRACOKE ISLAND(N.END) (Lat: 35.189597, Lng: -75.780114), Route carried "on" structure: State highway 12, Year Built: 1992, Status: Temporarily open, Structure Length: 2.43m (7.97ft), Average Daily Traffic: 2,600 (year 2012), Truck Traffic: 7%, Average Future Daily Traffic: 5,200 (year 2040), Design Load: HS 20+Mod, Features Intersected: HATTERAS INLET
Minimum Vertical Clearance: 3.90m (12.80ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 4.5m (14.8ft), Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 1, Length of Maximum Span: 12.8m (42.0ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 4.2m (13.8ft), Out-to-Out Width: 5.4m (17.7ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, Channel: Good, Operating Rating: 61.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: April 2020, Critical Feature Inspection Date: April 2020, Underwater Inspection Date: April 2020, Deck Structure Type: Steel plate, Wearing Surface/Protective System: Wearing Surface: Other
Structure Number: 950116, Location: OCRACOKE ISLAND(N.END) (Lat: 35.189597, Lng: -75.780114), Route carried "on" structure: State highway 12, Year Built: 1992, Status: Temporarily open, Structure Length: 2.43m (7.97ft), Average Daily Traffic: 2,600 (year 2012), Truck Traffic: 7%, Average Future Daily Traffic: 5,200 (year 2040), Design Load: HS 20+Mod, Features Intersected: HATTERAS INLET
Minimum Vertical Clearance: 3.90m (12.80ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 4.5m (14.8ft), Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 1, Length of Maximum Span: 12.8m (42.0ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 4.2m (13.8ft), Out-to-Out Width: 5.4m (17.7ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, Channel: Good, Operating Rating: 61.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: April 2020, Critical Feature Inspection Date: April 2020, Underwater Inspection Date: April 2020, Deck Structure Type: Steel plate, Wearing Surface/Protective System: Wearing Surface: Other
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Structure Number: 950118, Location: .4 MI.N.SR1347 (Lat: 35.116531, Lng: -75.976169), Route carried "on" structure: State highway 1362, Year Built: 1995, Status: Open, Structure Length: 1.76m (5.77ft), Average Daily Traffic: 100 (year 1991), Truck Traffic: 6%, Average Future Daily Traffic: 200 (year 2040), Features Intersected: CANAL
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: Wood or Timber, 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: 7.8m (25.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 48.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, 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: April 2021, Underwater Inspection Date: April 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 950118, Location: .4 MI.N.SR1347 (Lat: 35.116531, Lng: -75.976169), Route carried "on" structure: State highway 1362, Year Built: 1995, Status: Open, Structure Length: 1.76m (5.77ft), Average Daily Traffic: 100 (year 1991), Truck Traffic: 6%, Average Future Daily Traffic: 200 (year 2040), Features Intersected: CANAL
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: Wood or Timber, 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: 7.8m (25.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 48.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, 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: April 2021, Underwater Inspection Date: April 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 950119, Location: 0.4 MI. N. OF SR1347 (Lat: 35.117775, Lng: -75.975489), Route carried "on" structure: State highway 1362, Year Built: 1996, Status: Open, Structure Length: 1.76m (5.77ft), Average Daily Traffic: 50 (year 1991), Average Future Daily Traffic: 100 (year 2040), Features Intersected: CANAL
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: Wood or Timber, 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: 7.8m (25.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 48.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, 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: April 2021, Underwater Inspection Date: April 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 950119, Location: 0.4 MI. N. OF SR1347 (Lat: 35.117775, Lng: -75.975489), Route carried "on" structure: State highway 1362, Year Built: 1996, Status: Open, Structure Length: 1.76m (5.77ft), Average Daily Traffic: 50 (year 1991), Average Future Daily Traffic: 100 (year 2040), Features Intersected: CANAL
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: Wood or Timber, 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: 7.8m (25.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 48.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, 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: April 2021, Underwater Inspection Date: April 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous