Bridge Statistics for Hallsboro, North Carolina (NC)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 11Number of bridges
- 92ft / 27.5mTotal length
- 44,440Total average daily traffic
- 4,975Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Hallsboro
- No street view available for this location
- New bridges - historical statistics
- 11980-1989
- 31990-1999
- 42010-2019
- 32020-2022
- Bridge Condition - Deck
- 71.4%Very good
- 28.6%Good
- Bridge Condition - Superstructure
- 71.4%Very good
- 28.6%Good
- Bridge Condition - Substructure
- 71.4%Very good
- 14.3%Good
- 14.3%Satisfactory
- Bridge Condition - Channel
- 37.5%Very good
- 50.0%Good
- 12.5%Fair
- Bridge Condition - Culverts
- 50.0%Good
- 50.0%Fair
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Structure Number: 470021, Location: 0.9 MI.S. OF JCT.SR1915 (Lat: 34.254042, Lng: -78.604686), Route carried "on" structure: State highway 1001, Year Built: 1999, Status: Open, Structure Length: 3.16m (10.37ft), Average Daily Traffic: 1,500 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 3,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: WHITE MARSH 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: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.1m (39.7ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 74.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.4 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: January 2021, Underwater Inspection Date: April 2019, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 470021, Location: 0.9 MI.S. OF JCT.SR1915 (Lat: 34.254042, Lng: -78.604686), Route carried "on" structure: State highway 1001, Year Built: 1999, Status: Open, Structure Length: 3.16m (10.37ft), Average Daily Traffic: 1,500 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 3,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: WHITE MARSH 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: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.1m (39.7ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 74.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.4 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: January 2021, Underwater Inspection Date: April 2019, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 470062, Location: 0.6MI E JCT SR1001 (Lat: 34.322269, Lng: -78.588467), Route carried "on" structure: State highway 214, Year Built: 2016, Status: Open, Structure Length: 5.24m (17.19ft), Average Daily Traffic: 2,300 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 4,600 (year 2040), Design Load: HL 93, Features Intersected: BOGUE SWAMP
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), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 25.2m (82.7ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 10.9m (35.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 84.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 60.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 470062, Location: 0.6MI E JCT SR1001 (Lat: 34.322269, Lng: -78.588467), Route carried "on" structure: State highway 214, Year Built: 2016, Status: Open, Structure Length: 5.24m (17.19ft), Average Daily Traffic: 2,300 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 4,600 (year 2040), Design Load: HL 93, Features Intersected: BOGUE SWAMP
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), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 25.2m (82.7ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 10.9m (35.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 84.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 60.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 470208, Location: 0.2MI.N. OF JCT.SR1907 (Lat: 34.307056, Lng: -78.599225), Route carried "on" structure: State highway 1001, Year Built: 1998, Status: Open, Structure Length: 2.49m (8.17ft), Average Daily Traffic: 3,000 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 6,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: JOCKEY BRANCH
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: 2, Length of Maximum Span: 11.8m (38.7ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 79.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 470208, Location: 0.2MI.N. OF JCT.SR1907 (Lat: 34.307056, Lng: -78.599225), Route carried "on" structure: State highway 1001, Year Built: 1998, Status: Open, Structure Length: 2.49m (8.17ft), Average Daily Traffic: 3,000 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 6,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: JOCKEY BRANCH
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: 2, Length of Maximum Span: 11.8m (38.7ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 79.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 470211, Location: 0.25 MI. N. JCT. SR1907 (Lat: 34.311056, Lng: -78.608306), Route carried "on" structure: State highway 1904, Year Built: 2018, Status: Open, Structure Length: 2.19m (7.19ft), Average Daily Traffic: 770 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 1,540 (year 2040), Design Load: HL 93, Features Intersected: JOCKEY BRANCH
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, Length of Maximum Span: 20.4m (66.9ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very 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: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 470211, Location: 0.25 MI. N. JCT. SR1907 (Lat: 34.311056, Lng: -78.608306), Route carried "on" structure: State highway 1904, Year Built: 2018, Status: Open, Structure Length: 2.19m (7.19ft), Average Daily Traffic: 770 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 1,540 (year 2040), Design Load: HL 93, Features Intersected: JOCKEY BRANCH
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, Length of Maximum Span: 20.4m (66.9ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very 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: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 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: 470212, Location: 0.6 MI. E. JCT. SR1001 (Lat: 34.315381, Lng: -78.589600), Route carried "on" structure: State highway 1736, Year Built: 2016, Status: Open, Structure Length: 3.41m (11.19ft), Average Daily Traffic: 1,100 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 2,200 (year 2040), Design Load: HL 93, Features Intersected: BOGUE SWAMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 16.4m (53.8ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 10.9m (35.8ft)
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: 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: May 2020, Underwater Inspection Date: October 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 470212, Location: 0.6 MI. E. JCT. SR1001 (Lat: 34.315381, Lng: -78.589600), Route carried "on" structure: State highway 1736, Year Built: 2016, Status: Open, Structure Length: 3.41m (11.19ft), Average Daily Traffic: 1,100 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 2,200 (year 2040), Design Load: HL 93, Features Intersected: BOGUE SWAMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 16.4m (53.8ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 10.9m (35.8ft)
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: 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: May 2020, Underwater Inspection Date: October 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 470213, Location: 0.7 MI E JCT SR1001 (Lat: 34.315144, Lng: -78.588350), Route carried "on" structure: State highway 1736, Year Built: 2016, Status: Open, Structure Length: 2.49m (8.17ft), Average Daily Traffic: 1,100 (year 2016), Truck Traffic: 7%, Average Future Daily Traffic: 2,200 (year 2040), Design Load: HL 93, Features Intersected: BOGUE SWAMP
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), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 11.8m (38.7ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 10.9m (35.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 64.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 49.8 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: July 2020, Underwater Inspection Date: March 2018, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 470213, Location: 0.7 MI E JCT SR1001 (Lat: 34.315144, Lng: -78.588350), Route carried "on" structure: State highway 1736, Year Built: 2016, Status: Open, Structure Length: 2.49m (8.17ft), Average Daily Traffic: 1,100 (year 2016), Truck Traffic: 7%, Average Future Daily Traffic: 2,200 (year 2040), Design Load: HL 93, Features Intersected: BOGUE SWAMP
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), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 11.8m (38.7ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 10.9m (35.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 64.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 49.8 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: July 2020, Underwater Inspection Date: March 2018, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 47038, Location: 0.9 MI.E. OF JCT.SR1001 (Lat: 34.332367, Lng: -78.583103), Route carried "on" structure: US 74, Year Built: 1983, Status: Open, Structure Length: 1.15m (3.77ft), Average Daily Traffic: 16,000 (year 2018), Truck Traffic: 12%, Average Future Daily Traffic: 32,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: BOGUE SWAMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 75.896, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 2, Subroute: 74), Owner: State Highway Agency, Approaching Roadway Width: 19.2m (63.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 65.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 49.8 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, Underwater Inspection Frequency: Every 60 months, Inspection Date: March 2021, Underwater Inspection Date: March 2021
Structure Number: 47038, Location: 0.9 MI.E. OF JCT.SR1001 (Lat: 34.332367, Lng: -78.583103), Route carried "on" structure: US 74, Year Built: 1983, Status: Open, Structure Length: 1.15m (3.77ft), Average Daily Traffic: 16,000 (year 2018), Truck Traffic: 12%, Average Future Daily Traffic: 32,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: BOGUE SWAMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 75.896, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 2, Subroute: 74), Owner: State Highway Agency, Approaching Roadway Width: 19.2m (63.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 65.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 49.8 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, Underwater Inspection Frequency: Every 60 months, Inspection Date: March 2021, Underwater Inspection Date: March 2021
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Structure Number: 470392, Location: 0.3 MI.S.OF JCT.SR1912 (Lat: 34.317036, Lng: -78.622461), Route carried "on" structure: State highway 1907, Year Built: 1993, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 170 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 340 (year 2040), Design Load: HS 20+Mod, Features Intersected: CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.7m (18.7ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 89.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: Febuary 2021, Underwater Inspection Date: Febuary 2021
Structure Number: 470392, Location: 0.3 MI.S.OF JCT.SR1912 (Lat: 34.317036, Lng: -78.622461), Route carried "on" structure: State highway 1907, Year Built: 1993, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 170 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 340 (year 2040), Design Load: HS 20+Mod, Features Intersected: CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.7m (18.7ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 89.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: Febuary 2021, Underwater Inspection Date: Febuary 2021
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Structure Number: 470415, Location: 0.7 MI. N. JCT. NC214 (Lat: 34.332528, Lng: -78.598778), Route carried "on" structure: State highway 1001, Year Built: 2020, Status: Open, Structure Length: 6.64m (21.78ft), Average Daily Traffic: 3,000 (year 2017), Truck Traffic: 7%, Average Future Daily Traffic: 6,000 (year 2040), Design Load: HL 93, Features Intersected: US74
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: 10.9m (35.8ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 32.9m (107.9ft), Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 78.9 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 desirable 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 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 470415, Location: 0.7 MI. N. JCT. NC214 (Lat: 34.332528, Lng: -78.598778), Route carried "on" structure: State highway 1001, Year Built: 2020, Status: Open, Structure Length: 6.64m (21.78ft), Average Daily Traffic: 3,000 (year 2017), Truck Traffic: 7%, Average Future Daily Traffic: 6,000 (year 2040), Design Load: HL 93, Features Intersected: US74
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: 10.9m (35.8ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 32.9m (107.9ft), Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 78.9 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 desirable 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 2022, 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: 470415, Location: 0.7 MI. N. JCT. NC214 (Lat: 34.332528, Lng: -78.598778), Route carried "under" structure: US 74, Year Built: 2020, Structure Length: 0. m, Average Daily Traffic: 7,750 (year 2019), Truck Traffic: 14%, Features Intersected: SR1001
Minimum Vertical Clearance: 5.76m (18.90ft), Kilometerpoint: 75.621, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.9m (107.9ft)
Structure Number: 470415, Location: 0.7 MI. N. JCT. NC214 (Lat: 34.332528, Lng: -78.598778), Route carried "under" structure: US 74, Year Built: 2020, Structure Length: 0. m, Average Daily Traffic: 7,750 (year 2019), Truck Traffic: 14%, Features Intersected: SR1001
Minimum Vertical Clearance: 5.76m (18.90ft), Kilometerpoint: 75.621, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.9m (107.9ft)
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Structure Number: 470415, Location: 0.7 MI. N. JCT. NC214 (Lat: 34.332528, Lng: -78.598778), Route carried "under" structure: US 74, Year Built: 2020, Structure Length: 0. m, Average Daily Traffic: 7,750 (year 2019), Truck Traffic: 14%, Features Intersected: SR1001
Minimum Vertical Clearance: 5.66m (18.57ft), Kilometerpoint: 75.621, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.9m (107.9ft)
Structure Number: 470415, Location: 0.7 MI. N. JCT. NC214 (Lat: 34.332528, Lng: -78.598778), Route carried "under" structure: US 74, Year Built: 2020, Structure Length: 0. m, Average Daily Traffic: 7,750 (year 2019), Truck Traffic: 14%, Features Intersected: SR1001
Minimum Vertical Clearance: 5.66m (18.57ft), Kilometerpoint: 75.621, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.9m (107.9ft)