WHITEOAK ROAD over WHITEOAK BAYOU
Map
Coordinates:
+34.64722, -90.3583734°38'50" N, 90°21'30" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | WHITEOAK ROAD over WHITEOAK BAYOU |
Structure number: | SA7200000000024 |
Location: | SEC 15 T 5S R11W B |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 30.8 ft. [9.4 m] |
Total length: | 92.5 ft. [28.2 m] |
Roadway width between curbs: | 29.9 ft. [9.1 m] |
Deck width edge-to-edge: | 32.5 ft. [9.9 m] |
Owner: | County Highway Agency [02] |
Year built: | 2007 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
Number of main spans: | 3 |
Main spans material: | Concrete [1] |
Main spans design: | Channel beam [22] |
Deck type: | Concrete Precast Panels [2] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: December 2016
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 1,800 [as of 2011] |
Truck traffic: | 8% of total traffic |
Deck condition: | Very Good [8 out of 9] |
Superstructure condition: | Very Good [8 out of 9] |
Substructure condition: | Very Good [8 out of 9] |
Structural appraisal: | Equal to present desirable criteria [8] |
Deck geometry appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Water adequacy appraisal: | Superior to present desirable criteria [9] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 94.7 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
December 2016 | Good | Very Good | Very Good | Very Good | 1800 | 94.7 |
December 2014 | Good | Very Good | Excellent | Very Good | 1800 | 94.7 |
December 2012 | Good | Very Good | Excellent | Excellent | 1800 | 94.7 |
January 2011 | Good | Excellent | Excellent | Excellent | 1500 | 94.8 |
January 2010 | Good | Excellent | Excellent | Excellent | 1500 | 94.8 |
December 2007 | Good | Excellent | Excellent | Excellent | 2800 | 82.0 |
December 2005 | Fair | Fair | Fair | Fair | 1200 | 47.7 |
January 2004 | Fair | Fair | Fair | Fair | 1000 | 49.9 |
December 2001 | Fair | Fair | Fair | Fair | 600 | 49.1 |
December 1999 | Fair | Fair | Fair | Fair | 600 | 49.1 |
January 1998 | Fair | Satisfactory | Good | Satisfactory | 500 | 61.3 |
December 1995 | Fair | Satisfactory | Good | Satisfactory | 500 | 61.3 |