US 281 over SULPHUR CREEK
Map
Coordinates:
+31.05545, -98.1821331°03'20" N, 98°10'56" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | US 281 over SULPHUR CREEK |
Structure number: | 231410025106029 |
Location: | 0.30 MI S OF US 183 S |
Purpose: | Carries highway over waterway |
Route classification: | Other Principal Arterial (Urban) [14] |
Length of largest span: | 66.9 ft. [20.4 m] |
Total length: | 224.1 ft. [68.3 m] |
Roadway width between curbs: | 29.9 ft. [9.1 m] |
Deck width edge-to-edge: | 33.5 ft. [10.2 m] |
Owner: | State Highway Agency [01] |
Year built: | 1934 |
Historic significance: | Bridge is possibly eligible for the National Register of Historic Places [3] |
Design load: | M 13.5 / H 15 [2] |
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: October 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 5,700 [as of 2010] |
Truck traffic: | 18% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Deck geometry appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Water adequacy appraisal: | Equal to present minimum criteria [6] |
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: | 68.7 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
October 2017 | Fair | Good | Satisfactory | Satisfactory | 5700 | 68.7 |
October 2015 | Fair | Good | Satisfactory | Satisfactory | 5700 | 64.1 |
October 2013 | Fair | Good | Satisfactory | Good | 5700 | 64.1 |
October 2011 | Fair | Good | Satisfactory | Good | 5700 | 67.1 |
August 2009 | Fair | Good | Satisfactory | Satisfactory | 5700 | 67.4 |
October 2007 | Fair | Good | Satisfactory | Satisfactory | 5100 | 67.5 |
November 2005 | Fair | Good | Satisfactory | Good | 5100 | 68.5 |
October 2003 | Fair | Good | Satisfactory | Good | 5100 | 68.2 |
September 2001 | Fair | Good | Satisfactory | Good | 5100 | 68.1 |
February 2000 | Fair | Good | Satisfactory | Good | 4200 | 69.3 |
June 1998 | Fair | Good | Satisfactory | Good | 4100 | 69.3 |
May 1996 | Fair | Very Good | Satisfactory | Good | 4100 | 70.3 |
October 1993 | Fair | Very Good | Satisfactory | Good | 3800 | 68.4 |
April 1992 | Fair | Good | Satisfactory | Good | 3800 | 76.7 |
March 1990 | Fair | Good | Satisfactory | Very Good | 3700 | 76.7 |
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. | 1,568 | 391 | 1,177 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 7,459 | 7,085 | 374 | 0 | 0 |
Substructure |
Reinforced Concrete Column | each | 4 | 1 | 3 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 66 | 60 | 6 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 66 | 64 | 1 | 1 | 0 |
Bearings |
Movable Bearing | each | 14 | 14 | 0 | 0 | 0 |
Fixed Bearing | each | 14 | 0 | 14 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 448 | 448 | 0 | 0 | 0 |