US64&264 over CROATAN SOUND
Map
Coordinates:
+35.89967, -75.7173935°53'59" N, 75°43'03" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.
Facts
| Name: | US64&264 over CROATAN SOUND |
| Structure number: | 000000000550054 |
| Location: | .10 MI. E. 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: | 65.9 ft. [20.1 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: | MS 18+Mod / HS 20+Mod [6] |
| 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 2012
| Status: | Open, no restriction [A] |
| Average daily traffic: | 4,000 [as of 2010] |
| Truck traffic: | 14% of total traffic |
| Deck condition: | Fair [5 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: | Better than present minimum criteria [7] |
| Roadway alignment appraisal: | Better than present minimum criteria [7] |
| 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] |
| Operating rating: | 98.8 tons [89.8 metric tons] |
| Inventory rating: | 40.9 tons [37.2 metric tons] |
| Sufficiency rating: | 79.0 |
| Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
Previous Inspections
| Date | Suff. rating | Evaluation | Deck | Super. | Sub. | ADT |
|---|
| April 2012 | 79.0 | Not deficient | Fair | Good | Good | 4000 |
| April 2010 | 75.9 | Not deficient | Satisfactory | Good | Good | 3800 |
| April 2008 | 75.9 | Not deficient | Satisfactory | Good | Good | 3800 |
| October 2007 | 75.0 | Not deficient | Satisfactory | Good | Good | 3800 |
| April 2006 | 64.9 | Not deficient | Satisfactory | Good | Good | 3400 |
| May 2004 | 75.0 | Not deficient | Satisfactory | Good | Good | 4000 |
| August 2002 | 80.0 | Not deficient | Very Good | Very Good | Very Good | 3650 |
