LA0525 over CREEK
Map
Coordinates:
+32.39109, -93.8214032°23'28" N, 93°49'17" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | LA0525 over CREEK |
Structure number: | 040900970119211 |
Location: | 0.61 MI. E OF US 171 |
Purpose: | Carries highway over waterway |
Route classification: | Minor Arterial (Urban) [16] |
Length of largest span: | 20.0 ft. [6.1 m] |
Total length: | 100.1 ft. [30.5 m] |
Roadway width between curbs: | 70.5 ft. [21.5 m] |
Deck width edge-to-edge: | 85.0 ft. [25.9 m] |
Skew angle: | 75° |
Owner: | State Highway Agency [01] |
Year built: | 2003 |
Historic significance: | Historical significance is not determinable at this time [4] |
Design load: | MS 18 / HS 20 [5] |
Number of main spans: | 5 |
Main spans material: | Concrete [1] |
Main spans design: | Slab [01] |
Deck type: | Concrete Cast-in-Place [1] |
Latest Available Inspection: February 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 10,500 [as of 2015] |
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: | Superior to present desirable criteria [9] |
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 foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 82.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
February 2017 | Good | Good | Good | Good | 10500 | 82.0 |
February 2015 | Good | Good | Good | Good | 11000 | 82.0 |
February 2013 | Good | Good | Very Good | Very Good | 10700 | 82.0 |
February 2011 | Good | Very Good | Very Good | Very Good | 9800 | 85.0 |
January 2009 | Good | Very Good | Very Good | Very Good | 9800 | 85.0 |
February 2007 | Good | Very Good | Very Good | Very Good | 8300 | 85.0 |
January 2005 | Good | Very Good | Very Good | Very Good | 11600 | 85.0 |
November 2003 | Good | Very Good | Very Good | Very Good | 11300 | 85.0 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
---|
Substructure |
Reinforced Concrete Abutment | linear ft. | 172 | 170 | 0 | 2 | 0 |
Prestressed Concrete Pile | each | 40 | 35 | 5 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 332 | 330 | 2 | 0 | 0 |
Joints |
Pourable Joint | linear ft. | 492 | 492 | 0 | 0 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 200 | 200 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 134 | 134 | 0 | 0 | 0 |
Reinforced Concrete Bridge Rail | linear ft. | 200 | 200 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Slab | sq. ft. | 7,000 | 6,914 | 80 | 6 | 0 |