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

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National Bridge Inventory (NBI) Statistics
Number of bridges: 10
Total length: 34 meters (112ft)
Total average daily traffic: 99,040
Total average daily truck traffic: 7,759
National Bridge Inventory (NBI) Registered Bridges for Washington
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New bridges - Historical Statistics

  • 1920-1929: 1
  • 1930-1939: 0
  • 1940-1949: 0
  • 1950-1959: 1
  • 1960-1969: 0
  • 1970-1979: 0
  • 1980-1989: 0
  • 1990-1999: 0
  • 2000-2009: 1
  • 2010-2012: 7

Average Daily Traffic

Bridge Condition - Deck

Bridge Condition - Superstructure

Bridge Condition - Substructure

Bridge Condition - Culverts

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Structure Number: 130078,  Location: 0.3 MI.E.JCT.BROWN STREET (Lat: 35.537361,  Lng: -77.044000),  Route carried "on" structure: City street ,  Year Built: 2003,  Status: Open,  Structure Length: 1.68m (5.51ft),  Average Daily Traffic: 1,500 (year 1987),  Truck Traffic: 7%,  Average Future Daily Traffic: 3,000 (year 2025),  Design Load: HS 20+Mod,  Features Intersected: JACKS CREEK,  Facility Carried by Structure: EAST MAIN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.7m (12.1ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 0.0m,  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Culverts: Good,  Operating Rating: 41.7 metric tons,  Inventory Rating: 32.7 metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 10
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Structure Number: 13008,  Location: 0.1 MI.N.JCT.PARK RO (Lat: 35.541417,  Lng: -77.045667),  Route carried "on" structure: City street ,  Year Built: 1950,  Status: Closed,  Structure Length: 0.61m (2.00ft),  Average Daily Traffic: 600 (year 1991),  Truck Traffic: 7%,  Average Future Daily Traffic: 1,200 (year 2025),  Design Load: H 15,  Features Intersected: JACKS CREEK,  Facility Carried by Structure: BROWN STRE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 5.8m (19.0ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 10.8m (35.4ft),  Out-to-Out Width: 14.0m (45.9ft)

Deck Geometry: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 10,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 13034,  Location: 2.7 MI. N. JCT.NC33 (Lat: 35.539056,  Lng: -77.064528),  Route carried "on" structure: US 17,  Year Built: 1928,  Status: Open,  Structure Length: 12.34m (40.49ft),  Average Daily Traffic: 21,000 (year 2009),  Truck Traffic: 6%,  Average Future Daily Traffic: 42,000 (year 2025),  Design Load: HS 15,  Features Intersected: DIRT
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 17),  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 45,  Length of Maximum Span: 2.7m (8.9ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 30.8 metric tons,  Inventory Rating: 24.5 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 10,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 130352,  Location: 0.2 MI.S.JCT.US17 BUS. (Lat: 35.567444,  Lng: -77.068028),  Route carried "on" structure: Bypass US 17,  Year Built: 2010,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 4,970 (year 2009),  Truck Traffic: 12%,  Average Future Daily Traffic: 9,940 (year 2025),  Design Load: HS 20+Mod,  Features Intersected: DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 24.1m (79.1ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Very good,  Operating Rating: 41.7 metric tons,  Inventory Rating: 32.7 metric tons,  Structural Evaluation: Equal to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 10
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Structure Number: 130355,  Location: 0.7 MI.S.JCT.US17 BUS. (Lat: 35.562500,  Lng: -77.073333),  Route carried "on" structure: Bypass US 17,  Year Built: 2010,  Status: Open,  Structure Length: 3.75m (12.30ft),  Average Daily Traffic: 7,000 (year 2008),  Truck Traffic: 12%,  Average Future Daily Traffic: 14,000 (year 2025),  Design Load: HS 20+Mod,  Features Intersected: US264
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.894,  Lanes on structure: 2,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 11 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 37.5m (123.0ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 89.8 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 desirable 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: September 10,  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: 130356,  Location: 0.2 MI.S.JCT.US17 BUS. (Lat: 35.565278,  Lng: -77.070306),  Route carried "on" structure: Bypass US 17,  Year Built: 2010,  Status: Open,  Structure Length: 2.87m (9.42ft),  Average Daily Traffic: 2,485 (year 2009),  Truck Traffic: 12%,  Average Future Daily Traffic: 4,970 (year 2025),  Design Load: HS 20+Mod,  Features Intersected: SR1306(W 15TH ST)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 289.682,  Lanes on structure: 3,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 30.2m (99.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 28.7m (94.2ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 15.9m (52.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 10,  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: 130357,  Location: 0.2 MI.S.JCT.US17 BUS (Lat: 35.565417,  Lng: -77.070444),  Route carried "on" structure: Bypass US 17,  Year Built: 2010,  Status: Open,  Structure Length: 2.87m (9.42ft),  Average Daily Traffic: 2,485 (year 2009),  Truck Traffic: 12%,  Average Future Daily Traffic: 4,970 (year 2025),  Design Load: HS 20+Mod,  Features Intersected: SR1306(W 15TH ST)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 289.682,  Lanes on structure: 3,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 30.5m (100.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 28.7m (94.2ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 15.9m (52.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 10,  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: 130355,  Location: 0.7 MI.S.JCT.US17 BUS. (Lat: 35.562500,  Lng: -8.178444),  Route carried "under" structure: US 264,  Year Built: 2010,  Structure Length: 3.75m (12.30ft),  Average Daily Traffic: 13,000 (year 2008),  Truck Traffic: 12%,  Features Intersected: US264,  Facility Carried by Structure: US17 BYPASS SBL
Minimum Vertical Clearance: 5.54m (18.18ft),  Kilometerpoint: 0.000,  Lanes under structure: 5,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 37.5m (123.0ft)

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Structure Number: 130356,  Location: 0.2 MI.S.JCT.US17 BUS. (Lat: 35.565278,  Lng: -8.178142),  Route carried "under" structure: State highway 1306,  Year Built: 2010,  Structure Length: 2.87m (9.42ft),  Average Daily Traffic: 23,000 (year 2009),  Truck Traffic: 6%,  Features Intersected: SR1306(W 15TH ST),  Facility Carried by Structure: US17 BYPASS NBL
Minimum Vertical Clearance: 0.50m (1.64ft),  Kilometerpoint: 0.000,  Lanes under structure: 5,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.7m (94.2ft)

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Structure Number: 130357,  Location: 0.2 MI.S.JCT.US17 BUS (Lat: 35.565417,  Lng: -8.178156),  Route carried "under" structure: State highway 1306,  Year Built: 2010,  Structure Length: 2.87m (9.42ft),  Average Daily Traffic: 23,000 (year 2009),  Truck Traffic: 6%,  Features Intersected: SR1306(W 15TH ST),  Facility Carried by Structure: US17 BYPASS SBL
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 0.000,  Lanes under structure: 5,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.7m (94.2ft)

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