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LA0525 over CREEK
Map
Coordinates:
+32.39109, -93.82140
32°23'28" N, 93°49'17" W
+32.39109, -93.82140
32°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 |
© Copyright 2012-20, James Baughn
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1224658
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1224658