LA0001 over KCS RR/JONES ST
Map
Coordinates:
+32.50592, -93.7377032°30'21" N, 93°44'16" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | LA0001 over KCS RR/JONES ST |
Structure number: | 040900530908341 |
Location: | 2.6 MI NORTH OF LA 3032 |
Purpose: | Carries highway over highway and railroad |
Route classification: | Other Principal Arterial (Urban) [14] |
Length of largest span: | 80.1 ft. [24.4 m] |
Total length: | 1899.0 ft. [578.8 m] |
Roadway width between curbs: | 28.2 ft. [8.6 m] |
Deck width edge-to-edge: | 31.5 ft. [9.6 m] |
Vertical clearance below bridge: | 13.1 ft. [4.0 m] |
Skew angle: | 99° |
Owner: | State Highway Agency [01] |
Year built: | 1954 |
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: | 25 |
Main spans material: | Steel [3] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Latest Available Inspection: February 2018
Good/Fair/Poor Condition: | Poor |
Status: | Posted for load [P] |
Average daily traffic: | 12,850 [as of 2016] |
Truck traffic: | 8% of total traffic |
Deck condition: | Fair [5 out of 9] |
Superstructure condition: | Fair [5 out of 9] |
Substructure condition: | Poor [4 out of 9] |
Structural appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Deck geometry appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Underclearances appraisal: | Basically intolerable requiring high priority of replacement [2] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 31.1 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $7,405,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
February 2018 | Poor | Fair | Fair | Poor | 12850 | 31.1 |
February 2017 | Poor | Fair | Fair | Poor | 15720 | 35.6 |
February 2016 | Poor | Poor | Poor | Poor | 15720 | 32.8 |
February 2015 | Poor | Poor | Poor | Poor | 18600 | 31.8 |
February 2014 | Poor | Poor | Poor | Poor | 18720 | 31.8 |
February 2013 | Poor | Poor | Poor | Poor | 20040 | 31.3 |
February 2012 | Poor | Poor | Poor | Satisfactory | 24180 | 29.9 |
February 2011 | Poor | Poor | Poor | Satisfactory | 24960 | 29.6 |
February 2010 | Poor | Poor | Poor | Satisfactory | 27720 | 28.7 |
February 2009 | Poor | Poor | Poor | Satisfactory | 31680 | 27.3 |
February 2008 | Poor | Poor | Poor | Satisfactory | 31320 | 27.5 |
February 2007 | Poor | Poor | Poor | Good | 31680 | 27.3 |
March 2006 | Poor | Poor | Poor | Good | 31380 | 27.4 |
February 2005 | Poor | Poor | Poor | Good | 30660 | 27.7 |
February 2004 | Poor | Poor | Poor | Good | 30060 | 27.9 |
February 2003 | Poor | Poor | Poor | Good | 35460 | 19.1 |
February 2001 | Poor | Poor | Poor | Good | 27070 | 20.6 |
May 1999 | Poor | Poor | Poor | Good | 27070 | 20.6 |
April 1998 | Poor | Poor | Poor | Good | 27070 | 20.6 |
February 1997 | Poor | Poor | Poor | Good | 27341 | 20.5 |
January 1995 | Poor | Poor | Poor | Good | 20208 | 25.2 |
January 1994 | Poor | Poor | Poor | Good | 19810 | 25.3 |
February 1993 | Poor | Poor | Poor | Good | 20269 | 25.2 |
February 1992 | Poor | Poor | Poor | Good | 20269 | 25.2 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
---|
Superstructure |
Steel Girder/Beam | linear ft. | 6,688 | 5,912 | 576 | 200 | 0 |
Steel Protective Coating | sq. ft. | 15,800 | 0 | 15,224 | 576 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 54,087 | 0 | 53,927 | 160 | 0 |
Substructure |
Reinforced Concrete Column | each | 50 | 47 | 2 | 1 | 0 |
Reinforced Concrete Abutment | linear ft. | 81 | 42 | 39 | 0 | 0 |
Reinforced Concrete Pile | each | 55 | 22 | 30 | 3 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 1,185 | 1,078 | 92 | 15 | 0 |
Joints |
Pourable Joint | linear ft. | 382 | 118 | 264 | 0 | 0 |
Compression Joint | linear ft. | 30 | 0 | 0 | 30 | 0 |
Assembly without Seal Joint | linear ft. | 635 | 635 | 0 | 0 | 0 |
Bearings |
Movable Bearing | each | 100 | 0 | 100 | 0 | 0 |
Steel Protective Coating | sq. ft. | 233 | 0 | 233 | 0 | 0 |
Fixed Bearing | each | 100 | 0 | 100 | 0 | 0 |
Steel Protective Coating | sq. ft. | 233 | 0 | 233 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 3,798 | 0 | 3,798 | 0 | 0 |
Deck |
Reinforced Concrete Slab | sq. ft. | 17,160 | 0 | 17,160 | 0 | 0 |