US 281 over BURLESON CREEK
Map
Coordinates:
+31.07602, -98.1862231°04'34" N, 98°11'10" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | US 281 over BURLESON CREEK |
Structure number: | 231410025105064 |
Location: | 0.00 MI S OF FM 580 N |
Purpose: | Carries highway over waterway |
Route classification: | Other Principal Arterial (Urban) [14] |
Length of largest span: | 29.9 ft. [9.1 m] |
Total length: | 90.9 ft. [27.7 m] |
Roadway width between curbs: | 78.1 ft. [23.8 m] |
Deck width edge-to-edge: | 91.9 ft. [28.0 m] |
Owner: | State Highway Agency [01] |
Year built: | 1995 |
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: | 3 |
Main spans material: | Concrete [1] |
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: January 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 11,220 [as of 2013] |
Truck traffic: | 10% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Better than present minimum criteria [7] |
Water adequacy appraisal: | Superior to present desirable criteria [9] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 84.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
January 2018 | Fair | Good | Good | Satisfactory | 11220 | 84.0 |
January 2016 | Fair | Good | Good | Satisfactory | 11220 | 84.0 |
January 2014 | Fair | Good | Good | Satisfactory | 9800 | 84.0 |
January 2012 | Fair | Good | Good | Satisfactory | 9900 | 84.0 |
October 2009 | Fair | Good | Good | Satisfactory | 9700 | 84.0 |
October 2007 | Good | Good | Good | Good | 10000 | 84.0 |
November 2005 | Good | Very Good | Good | Good | 10000 | 85.0 |
October 2003 | Good | Good | Good | Good | 10000 | 85.0 |
September 2001 | Good | Very Good | Very Good | Good | 10000 | 85.0 |
February 2000 | Good | Very Good | Very Good | Good | 8700 | 85.0 |
June 1998 | Good | Very Good | Very Good | Very Good | 6900 | 96.4 |
May 1996 | Good | Excellent | Excellent | Very Good | 6900 | 96.4 |
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 |
Reinforced Concrete Girder/Beam | linear ft. | 2,913 | 2,643 | 270 | 0 | 0 |
Substructure |
Reinforced Concrete Column | each | 14 | 14 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 184 | 160 | 24 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 184 | 183 | 0 | 1 | 0 |
Bridge Rail |
Other Material Bridge Rail | linear ft. | 183 | 183 | 0 | 0 | 0 |