US 281 SB over BALUARTE CREEK
Map
Coordinates:
+27.17518, -98.1484527°10'31" N, 98°08'54" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | US 281 SB over BALUARTE CREEK |
Structure number: | 210240025504090 |
Location: | 1.00 MI S OF FM 3066 |
Purpose: | Carries highway over waterway |
Route classification: | Principal Arterial - Other (Rural) [02] |
Length of largest span: | 8.9 ft. [2.7 m] |
Total length: | 66.9 ft. [20.4 m] |
Roadway width between curbs: | 37.7 ft. [11.5 m] |
Deck width edge-to-edge: | 40.0 ft. [12.2 m] |
Owner: | State Highway Agency [01] |
Year built: | 1991 |
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: | 7 |
Main spans material: | Concrete [1] |
Main spans design: | Culvert [19] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: February 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 6,450 [as of 2011] |
Structural appraisal: | Better than present minimum criteria [7] |
Deck geometry appraisal: | Equal to present minimum criteria [6] |
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] |
Culvert condition: | Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. [7] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 99.4 |
Previous Inspections
Date | Condition | Culvert Condition | ADT | Suff. Rating |
---|
February 2017 | Good | 7 out of 10 | 6450 | 99.4 |
February 2013 | Fair | 6 out of 10 | 6450 | 98.4 |
May 2009 | Good | 7 out of 10 | 6400 | 98.4 |
May 2005 | Good | 7 out of 10 | 6000 | 96.4 |
June 2001 | Good | 7 out of 10 | 5450 | 97.5 |
August 1997 | Good | 7 out of 10 | 4850 | 97.5 |
August 1995 | Good | 7 out of 10 | 7400 | 97.4 |
March 1993 | Good | 7 out of 10 | 7300 | 97.5 |
May 1991 | Good | 8 out of 10 | 6300 | 97.5 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
---|
Culvert |
Reinforced Concrete Culvert | linear ft. | 280 | 248 | 32 | 0 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 140 | 90 | 0 | 50 | 0 |