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Bridge Statistics for New Bern, North Carolina (NC)
Condition, Traffic, Stress, Structural Evaluation, Project Costs


  • National Bridge Inventory (NBI) Statistics
  • 68Number of bridges
  • 2,441ft / 744mTotal length
  • 728,450Total average daily traffic
  • 84,556Total average daily truck traffic
  • 736,875Total future (year 2025) average daily traffic
  • National Bridge Inventory (NBI) Registered Bridges for New Bern
  • No street view available for this location

New bridges in New Bern, NC - historical statistics
  • New bridges - historical statistics
  • 11900-1909
  • 11920-1929
  • 11950-1959
  • 21960-1969
  • 271970-1979
  • 21980-1989
  • 61990-1999
  • 182000-2009
  • 102010-2018
Reconstructed bridges in New Bern, NC - Historical Statistics
  • Reconstructed bridges - Historical Statistics
  • 11960-1969
  • 01970-1979
  • 01980-1989
  • 21990-1999
Average Bridge Daily Traffic in New Bern, NC
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 5.7%Very good
  • 62.9%Good
  • 20.0%Satisfactory
  • 11.4%Fair
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 5.7%Very good
  • 71.4%Good
  • 14.3%Satisfactory
  • 8.6%Fair
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 2.9%Very good
  • 51.4%Good
  • 22.9%Satisfactory
  • 22.9%Fair
Bridge Condition - Channel
  • Bridge Condition - Channel
  • 91.7%Good
  • 4.2%Satisfactory
  • 4.2%Fair
Bridge Condition - Culverts
  • Bridge Condition - Culverts
  • 20.0%Very good
  • 60.0%Good
  • 20.0%Fair
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Structure Number: 490257,  Location: 2.0 MI.S.JCT.NC55 (Lat: 35.126778,  Lng: -77.133944),  Route carried "under" structure: State highway 70,  Year Built: 2009,  Structure Length: 0. m,  Average Daily Traffic: 10,500 (year 2015),  Truck Traffic: 12%,  Features Intersected: NC43 CONN. SBL
Minimum Vertical Clearance: 5.54m (18.18ft),  Kilometerpoint: 66.144,  Lanes under structure: 3,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.9m (98.1ft)

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Structure Number: 490257,  Location: 2.0 MI.S.JCT.NC55 (Lat: 35.126778,  Lng: -77.133944),  Route carried "under" structure: State highway 70,  Year Built: 2009,  Structure Length: 0. m,  Average Daily Traffic: 10,500 (year 2015),  Truck Traffic: 12%,  Features Intersected: NC43 CONN. SBL
Minimum Vertical Clearance: 5.51m (18.08ft),  Kilometerpoint: 66.144,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.9m (98.1ft)

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Structure Number: 490262,  Location: 5.2MI.N.JCT.US17 BUS (Lat: 35.132161,  Lng: -77.151789),  Route carried "on" structure: State highway 17,  Year Built: 2011,  Status: Open,  Structure Length: 7.62m (25.00ft),  Average Daily Traffic: 1,750 (year 2015),  Truck Traffic: 14%,  Average Future Daily Traffic: 3,500 (year 2025),  Design Load: H 10,  Features Intersected: US70
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 238.183,  Lanes on structure: 3,  Lanes under structure: 5,  Base Highway Network: Yes (Inventory Route: 9,  Subroute: 17),  Owner: State Highway Agency,  Approaching Roadway Width: 158.0m (518.4ft),  Skew: 10 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 37.5m (123.0ft),  Curb-To-Curb Width: 15.6m (51.2ft),  Out-to-Out Width: 16.6m (54.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 67.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2017,  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: 490262,  Location: 5.2MI.N.JCT.US17 BUS (Lat: 35.132161,  Lng: -77.151789),  Route carried "under" structure: State highway 70,  Year Built: 2011,  Structure Length: 0. m,  Average Daily Traffic: 8,500 (year 2015),  Truck Traffic: 14%,  Features Intersected: US17 SBL
Minimum Vertical Clearance: 5.64m (18.50ft),  Kilometerpoint: 659.831,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 37.5m (123.0ft)

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Structure Number: 490262,  Location: 5.2MI.N.JCT.US17 BUS (Lat: 35.132161,  Lng: -77.151789),  Route carried "under" structure: State highway 70,  Year Built: 2011,  Structure Length: 0. m,  Average Daily Traffic: 8,500 (year 2015),  Truck Traffic: 14%,  Features Intersected: US17 SBL
Minimum Vertical Clearance: 5.61m (18.41ft),  Kilometerpoint: 659.831,  Lanes under structure: 3,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 37.5m (123.0ft)

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Structure Number: 490263,  Location: 5.2 MI.N.JCT.US17 BUS (Lat: 35.132094,  Lng: -77.151569),  Route carried "on" structure: State highway 17,  Year Built: 2011,  Status: Open,  Structure Length: 7.62m (25.00ft),  Average Daily Traffic: 1,750 (year 2015),  Truck Traffic: 14%,  Average Future Daily Traffic: 3,500 (year 2025),  Design Load: H 10,  Features Intersected: US70
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 238.183,  Lanes on structure: 2,  Lanes under structure: 5,  Base Highway Network: Yes (Inventory Route: 9,  Subroute: 17),  Owner: State Highway Agency,  Approaching Roadway Width: 158.0m (518.4ft),  Skew: 10 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 37.5m (123.0ft),  Curb-To-Curb Width: 15.6m (51.2ft),  Out-to-Out Width: 16.6m (54.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 67.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2017,  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: 490263,  Location: 5.2 MI.N.JCT.US17 BUS (Lat: 35.132094,  Lng: -77.151569),  Route carried "under" structure: State highway 70,  Year Built: 2011,  Structure Length: 0. m,  Average Daily Traffic: 8,500 (year 2015),  Truck Traffic: 14%,  Features Intersected: US17 NBL
Minimum Vertical Clearance: 5.61m (18.41ft),  Kilometerpoint: 659.831,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 37.5m (123.0ft)

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Structure Number: 490263,  Location: 5.2 MI.N.JCT.US17 BUS (Lat: 35.132094,  Lng: -77.151569),  Route carried "under" structure: State highway 70,  Year Built: 2011,  Structure Length: 0. m,  Average Daily Traffic: 8,500 (year 2015),  Truck Traffic: 14%,  Features Intersected: US17 NBL
Minimum Vertical Clearance: 5.61m (18.41ft),  Kilometerpoint: 659.831,  Lanes under structure: 3,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 37.5m (123.0ft)

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Structure Number: 490264,  Location: 1.0 MI.SW. OF JCT.NC55 (Lat: 35.135800,  Lng: -77.120094),  Route carried "on" structure: State highway 43,  Year Built: 2009,  Status: Open,  Structure Length: 5.21m (17.09ft),  Average Daily Traffic: 3,900 (year 2015),  Truck Traffic: 14%,  Average Future Daily Traffic: 7,800 (year 2025),  Design Load: H 10,  Features Intersected: NS RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 116.0m (380.6ft),  Skew: 14 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 5.0m (16.4ft),  Curb-To-Curb Width: 1.1m (3.6ft),  Out-to-Out Width: 1.2m (3.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 80.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2016,  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: 490265,  Location: 1.0 MI. S. JCT.NC55 (Lat: 35.135719,  Lng: -77.119783),  Route carried "on" structure: Ramp State highway 43,  Year Built: 2009,  Status: Open,  Structure Length: 5.21m (17.09ft),  Average Daily Traffic: 7,800 (year 2015),  Truck Traffic: 12%,  Average Future Daily Traffic: 15,600 (year 2025),  Design Load: H 10,  Features Intersected: NS RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 116.0m (380.6ft),  Skew: 14 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 5.0m (16.4ft),  Curb-To-Curb Width: 1.1m (3.6ft),  Out-to-Out Width: 1.2m (3.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 80.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2016,  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: 930002,  Location: 1.1 MI. N. JCT. SR1215 (Lat: 35.030817,  Lng: -79.371606),  Route carried "on" structure: State highway 1214,  Year Built: 1994,  Status: Open,  Structure Length: 1.43m (4.69ft),  Average Daily Traffic: 1,200 (year 2013),  Truck Traffic: 6%,  Average Future Daily Traffic: 2,400 (year 2025),  Design Load: H 10,  Features Intersected: MOUNTAIN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 73.0m (239.5ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.7m (44.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 84.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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: October 2016,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 930005,  Location: 0.3 MI. S. JCT. SR1302 (Lat: 34.999511,  Lng: -79.214728),  Route carried "on" structure: Bypass US 401,  Year Built: 1959,  Status: Open,  Structure Length: 4.11m (13.48ft),  Average Daily Traffic: 14,000 (year 2015),  Truck Traffic: 12%,  Average Future Daily Traffic: 28,000 (year 2025),  Design Load: H 10,  Features Intersected: ROCKFISH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 85.0m (278.9ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 6.4m (21.0ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 0.9m (3.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 1.1m (3.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 56.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  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,  Inspection Date: Febuary 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 930105,  Location: 0.5 MI. W. JCT. SR1421 (Lat: 34.992167,  Lng: -79.077175),  Route carried "on" structure: State highway 1406,  Year Built: 2004,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 5,300 (year 2014),  Truck Traffic: 7%,  Average Future Daily Traffic: 10,600 (year 2025),  Design Load: H 10,  Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 67.0m (219.8ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 0.3m (1.0ft)

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,  Inspection Date: Febuary 2017,  Underwater Inspection Date: Febuary 2017
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Structure Number: 81103000003048,  Location: NATIONAL FOREST ROAD (Lat: 34.968036,  Lng: -77.047247),  Route carried "on" structure: Federal lands road 121-2,  Year Built: 1983,  Status: Posted for load,  Structure Length: 0.93m (3.05ft),  Average Daily Traffic: 50 (year 0 ),  Average Future Daily Traffic: 75 (year 2038),  Design Load: H 20,  Features Intersected: BRICES CREEK,  Facility Carried by Structure: NFSR 121
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.056,  Lanes on structure: 1,  Owner: U.S. Forest Service,  Approaching Roadway Width: 43.0m (141.1ft),  Material/Design: Wood or Timber,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 8.8m (28.9ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 4.2m (13.8ft),  Out-to-Out Width: 4.7m (15.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 16.3 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 6.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: High priority of corrective action,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2017,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Other
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