SH 141 over DRAW
Map
Coordinates:
+27.54187, -98.0287927°32'31" N, 98°01'44" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SH 141 over DRAW |
Structure number: | 161370038304001 |
Location: | 10.9 MI W OF BUS 77 |
Purpose: | Carries highway over waterway |
Route classification: | Minor Arterial (Rural) [06] |
Length of largest span: | 3.0 ft. [0.9 m] |
Total length: | 21.0 ft. [6.4 m] |
Owner: | State Highway Agency [01] |
Year built: | 1932 |
Year reconstructed: | 1989 |
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: | 6 |
Main spans material: | Concrete [1] |
Main spans design: | Culvert [19] |
Deck type: | Not applicable [N] |
Latest Available Inspection: July 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 4,680 [as of 2013] |
Truck traffic: | 6% of total traffic |
Structural 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: | Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. [6] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 83.2 |
Previous Inspections
Date | Condition | Culvert Condition | ADT | Suff. Rating |
---|
July 2018 | Fair | 6 out of 10 | 4680 | 83.2 |
July 2016 | Fair | 6 out of 10 | 4680 | 82.9 |
July 2014 | Fair | 6 out of 10 | 3700 | 93.0 |
August 2012 | Fair | 6 out of 10 | 3700 | 93.0 |
July 2010 | Fair | 6 out of 10 | 4000 | 92.5 |
June 2008 | Fair | 6 out of 10 | 4100 | 89.3 |
May 2006 | Fair | 6 out of 10 | 6100 | 85.5 |
March 2004 | Fair | 6 out of 10 | 6200 | 100.0 |
February 2002 | Good | 7 out of 10 | 4000 | 100.0 |
February 2000 | Good | 7 out of 10 | 3600 | 100.0 |
January 1998 | Good | 7 out of 10 | 3600 | 100.0 |
January 1996 | Good | 7 out of 10 | 3600 | 100.0 |
November 1993 | Good | 8 out of 10 | 3300 | 100.0 |
October 1991 | Good | 8 out of 10 | 3800 | 97.1 |