US264 over CANAL
Map
Coordinates:
+35.76922, -75.7691235°46'09" N, 75°46'09" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | US264 over CANAL |
Structure number: | 000000000550016 |
Location: | 5.3 MI.E. JCT. SR1100 |
Purpose: | Carries highway over waterway |
Route classification: | Minor Arterial (Rural) [06] |
Length of largest span: | 69.9 ft. [21.3 m] |
Total length: | 71.9 ft. [21.9 m] |
Roadway width between curbs: | 29.9 ft. [9.1 m] |
Deck width edge-to-edge: | 33.1 ft. [10.1 m] |
Owner: | State Highway Agency [01] |
Year built: | 2016 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 9 / H 10 [1] |
Main span material: | Prestressed concrete [5] |
Main span design: | Slab [01] |
Deck type: | Concrete Precast Panels [2] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: May 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 920 [as of 2013] |
Truck traffic: | 8% 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: | Better than present minimum criteria [7] |
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: | Navigation protection not required [1] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 84.1 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
May 2018 | Good | Good | Good | Good | 920 | 84.1 |
May 2016 | Good | Very Good | Very Good | Very Good | 920 | 84.1 |
August 2014 | Fair | Fair | Fair | Fair | 580 | 59.8 |
August 2012 | Fair | Fair | Fair | Fair | 630 | 59.3 |
August 2010 | Fair | Fair | Fair | Fair | 670 | 56.7 |
August 2008 | Fair | Fair | Fair | Fair | 650 | 56.9 |
September 2006 | Fair | Fair | Fair | Fair | 710 | 54.6 |
July 2004 | Fair | Fair | Fair | Fair | 750 | 57.1 |
September 2002 | Fair | Fair | Fair | Fair | 920 | 48.1 |
July 2000 | Fair | Fair | Fair | Fair | 670 | 58.1 |
June 1998 | Fair | Fair | Fair | Fair | 530 | 60.0 |
March 1990 | Fair | Satisfactory | Fair | Fair | 600 | 62.9 |