SOUTHERN LOOP over TRIB TO BOGGY BAYOU
Map
Coordinates:
+32.35695, -93.7635032°21'25" N, 93°45'49" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SOUTHERN LOOP over TRIB TO BOGGY BAYOU |
Structure number: | 040900000040256 |
Location: | 0.15 MILES EAST OF LINWOO |
Purpose: | Carries highway over waterway |
Route classification: | Local (Urban) [19] |
Length of largest span: | 20.0 ft. [6.1 m] |
Total length: | 140.1 ft. [42.7 m] |
Roadway width between curbs: | 39.4 ft. [12.0 m] |
Deck width edge-to-edge: | 42.3 ft. [12.9 m] |
Owner: | City or Municipal Highway Agency [04] |
Year built: | 2009 |
Historic significance: | Historical significance is not determinable at this time [4] |
Design load: | MS 18 / HS 20 [5] |
Number of main spans: | 7 |
Main spans material: | Concrete [1] |
Main spans design: | Slab [01] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: March 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 6,000 [as of 2005] |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Very Good [8 out of 9] |
Structural appraisal: | Better than present minimum criteria [7] |
Deck geometry appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
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] |
Pier/abutment protection: | Navigation protection not required [1] |
Scour condition: | Bridge is scour critical; bridge foundations determined to be unstable. [3] |
Sufficiency rating: | 95.3 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
March 2017 | Good | Good | Good | Very Good | 6000 | 95.3 |
April 2015 | Good | Very Good | Very Good | Very Good | 6000 | 95.3 |
April 2013 | Good | Very Good | Very Good | Very Good | 6000 | 95.3 |
April 2011 | Good | Very Good | Very Good | Very Good | 6000 | 95.3 |
April 2009 | Good | Very Good | Very Good | Very Good | 6000 | 95.3 |
Element Data
Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
---|
Substructure |
Reinforced Concrete Abutment | linear ft. | 92 | 92 | 0 | 0 | 0 |
Prestressed Concrete Pile | each | 24 | 24 | 0 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 252 | 252 | 0 | 0 | 0 |
Joints |
Pourable Joint | linear ft. | 320 | 320 | 0 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 280 | 280 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Slab | sq. ft. | 6,020 | 5,880 | 140 | 0 | 0 |