US0171 over KCS RR
Map
Coordinates:
+31.69684, -93.6835031°41'49" N, 93°41'01" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | US0171 over KCS RR |
Structure number: | 084300250400451 |
Location: | 0.45 MI. NORTH OF LA 483 |
Purpose: | Carries highway over railroad |
Route classification: | Principal Arterial - Other (Rural) [02] |
Length of largest span: | 75.1 ft. [22.9 m] |
Total length: | 225.1 ft. [68.6 m] |
Roadway width between curbs: | 39.4 ft. [12.0 m] |
Deck width edge-to-edge: | 43.0 ft. [13.1 m] |
Vertical clearance below bridge: | 23.0 ft. [7.0 m] |
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: | 3 |
Main spans material: | Prestressed concrete continuous [6] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: September 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 2,200 [as of 2016] |
Truck traffic: | 15% of total traffic |
Deck condition: | Satisfactory [6 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: | Better than present minimum criteria [7] |
Underclearances appraisal: | Superior to present desirable criteria [9] |
Roadway alignment appraisal: | Better than present minimum criteria [7] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 97.8 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
September 2018 | Fair | Satisfactory | Good | Very Good | 2200 | 97.8 |
September 2016 | Good | Good | Good | Very Good | 2520 | 97.8 |
September 2014 | Good | Very Good | Good | Very Good | 2400 | 97.8 |
September 2012 | Good | Very Good | Good | Very Good | 2100 | 97.8 |
September 2010 | Good | Very Good | Good | Very Good | 1320 | 97.9 |
September 2008 | Good | Good | Good | Good | 1200 | 97.9 |
July 2006 | Good | Good | Good | Good | 1200 | 99.9 |
February 2005 | Good | Excellent | Excellent | Excellent | 1260 | 99.9 |
April 2003 | Good | Excellent | Excellent | Excellent | 1260 | 99.9 |
August 2001 | Poor | Serious | Serious | Serious | 1901 | 27.3 |
September 2000 | Poor | Serious | Serious | Serious | 1901 | 27.3 |
September 1999 | Poor | Serious | Serious | Serious | 2132 | 27.0 |
September 1998 | Poor | Serious | Serious | Serious | 2132 | 2.0 |
October 1997 | Poor | Serious | Serious | Serious | 2132 | 2.0 |
September 1996 | Poor | Serious | Serious | Serious | 2175 | 2.0 |
August 1995 | Poor | Serious | Serious | Serious | 2516 | 2.0 |
August 1994 | Poor | Serious | Serious | Serious | 2451 | 2.0 |
May 1993 | Poor | Serious | Serious | Serious | 2374 | 2.0 |
June 1992 | Poor | Serious | Serious | Serious | 2748 | 2.0 |
May 1991 | Poor | Serious | Serious | Serious | 2748 | 2.0 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
---|
Superstructure |
Prestressed Concrete Girder/Beam | linear ft. | 1,350 | 1,350 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 9,675 | 9,269 | 400 | 6 | 0 |
Substructure |
Reinforced Concrete Column | each | 4 | 4 | 0 | 0 | 0 |
Reinforced Concrete Pier Wall | linear ft. | 80 | 80 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 94 | 69 | 25 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 80 | 80 | 0 | 0 | 0 |
Joints |
Strip Seal Joint | linear ft. | 80 | 0 | 0 | 80 | 0 |
Bearings |
Elastomeric Bearing | each | 36 | 36 | 0 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 450 | 420 | 30 | 0 | 0 |