Share: 
US 190 over BNSF RAILROAD
Map
Coordinates:
+30.91678, -93.98352
30°55'00" N, 93°59'01" W
+30.91678, -93.98352
30°55'00" N, 93°59'01" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | US 190 over BNSF RAILROAD |
| Structure number: | 201220024403056 |
| Location: | 0.80 MI E OF US 96 |
| Purpose: | Carries highway over railroad |
| Route classification: | Other Principal Arterial (Urban) [14] |
| Length of largest span: | 49.9 ft. [15.2 m] |
| Total length: | 127.0 ft. [38.7 m] |
| Roadway width between curbs: | 51.5 ft. [15.7 m] |
| Deck width edge-to-edge: | 65.3 ft. [19.9 m] |
| Vertical clearance below bridge: | 19.7 ft. [6.0 m] |
| Owner: | State Highway Agency [01] |
| Year built: | 1958 |
| Historic significance: | Bridge is possibly eligible for the National Register of Historic Places [3] |
| Design load: | M 18 / H 20 [4] |
| Number of main spans: | 3 |
| Main spans material: | Steel continuous [4] |
| Main spans design: | Stringer/Multi-beam or girder [02] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Bituminous [6] |
Latest Available Inspection: March 2018
| Good/Fair/Poor Condition: | Fair |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 10,890 [as of 2013] |
| Truck traffic: | 6% of total traffic |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Satisfactory [6 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] |
| Underclearances appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
| Roadway alignment appraisal: | Equal to present desirable criteria [8] |
| Scour condition: | Bridge not over waterway. [N] |
| Sufficiency rating: | 74.8 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| March 2018 | Fair | Good | Satisfactory | Good | 10890 | 74.8 |
| March 2016 | Fair | Good | Satisfactory | Good | 10890 | 74.5 |
| March 2014 | Fair | Good | Satisfactory | Good | 12600 | 69.8 |
| March 2012 | Fair | Good | Satisfactory | Good | 16200 | 69.3 |
| June 2010 | Fair | Good | Satisfactory | Good | 17200 | 69.5 |
| November 2008 | Fair | Good | Satisfactory | Good | 17200 | 69.5 |
| April 2007 | Fair | Good | Satisfactory | Good | 18200 | 67.3 |
| May 2005 | Fair | Good | Satisfactory | Good | 18100 | 67.4 |
| June 2003 | Fair | Good | Satisfactory | Good | 13500 | 66.8 |
| July 2001 | Fair | Good | Satisfactory | Good | 12100 | 67.1 |
| September 1999 | Good | Good | Good | Good | 12900 | 66.9 |
| May 1997 | Good | Very Good | Good | Very Good | 15100 | 66.5 |
| June 1994 | Good | Very Good | Good | Very Good | 11500 | 84.6 |
| June 1991 | Good | Very Good | Good | Very Good | 12100 | 88.1 |
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. | 1,000 | 0 | 938 | 62 | 0 |
| Deck | ||||||
| Reinforced Concrete Deck | sq. ft. | 8,174 | 8,112 | 62 | 0 | 0 |
| Substructure | ||||||
| Reinforced Concrete Column | each | 8 | 8 | 0 | 0 | 0 |
| Reinforced Concrete Abutment | linear ft. | 130 | 130 | 0 | 0 | 0 |
| Reinforced Concrete Pier Cap | linear ft. | 120 | 118 | 2 | 0 | 0 |
| Bearings | ||||||
| Movable Bearing | each | 16 | 0 | 8 | 8 | 0 |
| Fixed Bearing | each | 16 | 0 | 16 | 0 | 0 |
| Bridge Rail | ||||||
| Steel or Aluminum Bridge Rail | linear ft. | 250 | 0 | 0 | 250 | 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/1562053
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1562053