SH 57 S-2 LM 2.61 over SLOAN CREEK
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SH 57 S-2 LM 2.61 over SLOAN CREEK |
Structure number: | 0000000000A0988 |
Location: | 2.61 MI SE OUACHITA CO LI |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 27.9 ft. [8.5 m] |
Total length: | 140.1 ft. [42.7 m] |
Roadway width between curbs: | 24.0 ft. [7.3 m] |
Deck width edge-to-edge: | 26.6 ft. [8.1 m] |
Owner: | State Highway Agency [01] |
Year built: | 1954 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 13.5 / H 15 [2] |
Number of main spans: | 5 |
Main spans material: | Concrete [1] |
Main spans design: | Slab [01] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: February 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 410 [as of 2014] |
Truck traffic: | 1% 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: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6] |
Pier/abutment protection: | Navigation protection not required [1] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 73.2 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
February 2018 | Good | Good | Good | Good | 410 | 73.2 |
February 2016 | Good | Good | Good | Good | 460 | 73.2 |
February 2014 | Good | Good | Good | Good | 460 | 73.2 |
February 2012 | Good | Good | Good | Good | 420 | 73.2 |
February 2010 | Good | Good | Good | Good | 420 | 60.0 |
February 2008 | Good | Good | Good | Good | 490 | 59.9 |
February 2006 | Fair | Good | Good | Satisfactory | 450 | 60.0 |
February 2004 | Fair | Good | Good | Satisfactory | 450 | 60.0 |
February 2002 | Fair | Good | Good | Satisfactory | 560 | 58.5 |
January 2000 | Good | Good | Good | Good | 530 | 58.6 |
March 1998 | Good | Good | Good | Good | 530 | 58.6 |
March 1996 | Good | Good | Good | Good | 230 | 65.7 |
February 1994 | Good | Good | Good | Good | 230 | 65.2 |
January 1992 | Good | Good | Good | Good | 230 | 65.2 |
February 1990 | Good | Good | Good | Good | 726 | 57.2 |
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 Pile | each | 16 | 16 | 0 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 162 | 162 | 0 | 0 | 0 |
Joints |
Pourable Joint | linear ft. | 159 | 159 | 0 | 0 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 280 | 280 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Slab | sq. ft. | 3,710 | 3,710 | 0 | 0 | 0 |
Wearing Surfaces | sq. ft. | 3,220 | 3,220 | 0 | 0 | 0 |