US 69 over SLOUGH
Map
Coordinates:
+30.76002, -94.4178230°45'36" N, 94°25'04" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | US 69 over SLOUGH |
Structure number: | 202290020007072 |
Location: | 1.10 MI S OF US 190 |
Purpose: | Carries highway over waterway |
Route classification: | Principal Arterial - Other (Rural) [02] |
Length of largest span: | 7.9 ft. [2.4 m] |
Total length: | 25.9 ft. [7.9 m] |
Roadway width between curbs: | 44.0 ft. [13.4 m] |
Deck width edge-to-edge: | 65.9 ft. [20.1 m] |
Owner: | State Highway Agency [01] |
Year built: | 1963 |
Year reconstructed: | 2006 |
Historic significance: | Bridge is possibly eligible for the National Register of Historic Places [3] |
Design load: | MS 18 / HS 20 [5] |
Number of main spans: | 3 |
Main spans material: | Concrete [1] |
Main spans design: | Culvert [19] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: July 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 9,950 [as of 2013] |
Truck traffic: | 12% of total traffic |
Structural appraisal: | Equal to present minimum criteria [6] |
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 is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6] |
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: | 85.8 |
Previous Inspections
Date | Condition | Culvert Condition | ADT | Suff. Rating |
---|
July 2018 | Fair | 6 out of 10 | 9950 | 85.8 |
July 2016 | Fair | 6 out of 10 | 9950 | 73.0 |
July 2014 | Fair | 6 out of 10 | 10300 | 72.5 |
August 2012 | Good | 7 out of 10 | 10300 | 71.3 |
September 2010 | Good | 7 out of 10 | 10400 | 71.6 |
December 2008 | Good | 7 out of 10 | 9800 | 72.4 |
April 2007 | Good | 7 out of 10 | 11340 | 70.2 |
June 2005 | Good | 7 out of 10 | 10400 | 73.2 |
September 2003 | Good | 7 out of 10 | 10600 | 80.4 |
July 2001 | Good | 7 out of 10 | 9600 | 80.8 |
October 1999 | Good | 7 out of 10 | 9700 | 80.7 |
May 1997 | Good | 7 out of 10 | 9300 | 80.9 |
October 1992 | Good | 8 out of 10 | 8400 | 88.4 |
November 1988 | Good | 8 out of 10 | 8300 | 88.5 |
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. | 198 | 181 | 15 | 2 | 0 |