US64 US264 BYPASS over CROATAN SOUND
Map
Coordinates:
+35.88511, -75.7144435°53'06" N, 75°42'52" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | US64 US264 BYPASS over CROATAN SOUND |
Structure number: | 000000000550054 |
Location: | .10 MI. E. OF JCT. SR1105 |
Purpose: | Carries highway over waterway |
Route classification: | Principal Arterial - Other (Rural) [02] |
Length of largest span: | 230.0 ft. [70.1 m] |
Total length: | 27581.4 ft. [8406.4 m] |
Roadway width between curbs: | 63.0 ft. [19.2 m] |
Deck width edge-to-edge: | 67.6 ft. [20.6 m] |
Vertical clearance below bridge: | 65.6 ft. [20.0 m] |
Owner: | State Highway Agency [01] |
Year built: | 2002 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 9 / H 10 [1] |
Number of main spans: | 3 |
Main spans material: | Prestressed concrete continuous [6] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: April 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 4,700 [as of 2013] |
Truck traffic: | 14% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Better than present minimum criteria [7] |
Deck geometry appraisal: | Equal to present minimum criteria [6] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7] |
Pier/abutment protection: | In place and functioning [2] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 97.8 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
April 2018 | Good | Good | Good | Good | 4700 | 97.8 |
March 2016 | Fair | Fair | Good | Good | 4700 | 79.0 |
April 2014 | Fair | Fair | Good | Good | 4700 | 79.0 |
April 2012 | Fair | Fair | Good | Good | 4000 | 79.0 |
April 2010 | Fair | Satisfactory | Good | Good | 3800 | 75.9 |
April 2008 | Fair | Satisfactory | Good | Good | 3800 | 75.9 |
October 2007 | Fair | Satisfactory | Good | Good | 3800 | 75.0 |
April 2006 | Fair | Satisfactory | Good | Good | 3400 | 64.9 |
May 2004 | Fair | Satisfactory | Good | Good | 4000 | 75.0 |
August 2002 | Good | Very Good | Very Good | Very Good | 3650 | 80.0 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
---|
Superstructure |
Prestressed Concrete Girder/Beam | linear ft. | 192,849 | 191,830 | 425 | 586 | 8 |
Deck |
Reinforced Concrete Deck | sq. ft. | 1,869,174 | 1,803,853 | 65,249 | 72 | 0 |
Substructure |
Reinforced Concrete Column | each | 60 | 58 | 1 | 1 | 0 |
Reinforced Concrete Abutment | linear ft. | 536 | 483 | 46 | 7 | 0 |
Reinforced Concrete Pile Cap/Footing | linear ft. | 2,340 | 0 | 2,315 | 25 | 0 |
Prestressed Concrete Pile | each | 2,395 | 1,901 | 139 | 355 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 17,546 | 17,297 | 243 | 6 | 0 |
Concrete Protective Coating | sq. ft. | 16,416 | 16,416 | 0 | 0 | 0 |
Joints |
Assembly with Seal | each | 3,468 | 510 | 721 | 2,191 | 46 |
Bearings |
Elastomeric Bearing | each | 3,742 | 3,619 | 62 | 61 | 0 |
Steel Protective Coating | sq. ft. | 14,674 | 14,653 | 10 | 11 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 27,753 | 13,582 | 14,110 | 61 | 0 |
Other Material Bridge Rail | linear ft. | 55,506 | 43,387 | 11,996 | 123 | 0 |