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LAYTON & JONES RD. over BRANCH OF STRONG RIVER

Map

Coordinates:
+32.00161, -89.77675
32°00'06" N, 89°46'36" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:LAYTON & JONES RD. over BRANCH OF STRONG RIVER
Structure number:SA6400000000086
Location:SEC 22 T 2N R 5E
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:11.8 ft. [3.6 m]
Total length:30.2 ft. [9.2 m]
Skew angle:30°
Owner:County Highway Agency [02]
Year built:1999
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:2
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: September 2015

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:50 [as of 2014]
Structural appraisal:Equal to present desirable criteria [8]
Water adequacy appraisal:Equal to present desirable criteria [8]
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:No noticeable or noteworthy deficiencies which affect the condition of the culvert. Insignificant scrape marks caused by drift. [8]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:62.4 tons [56.7 metric tons]
Inventory rating:37.4 tons [34.0 metric tons]
Sufficiency rating:100.0

Previous Inspections

DateSuff. RatingConditionCulvert ConditionSD/FOADT
September 2015100.0Good8 out of 10-50
September 2013100.0Good8 out of 10-50
September 2011100.0Good8 out of 10-50
September 2009100.0Good8 out of 10-50
September 2007100.0Good8 out of 10-50
November 2005100.0Good8 out of 10-50
January 2004100.0Good8 out of 10-50
November 2001100.0Good9 out of 10-50
December 1999100.0Good9 out of 10-50
January 199923.9PoorN out of 10SD50
January 199817.8PoorN out of 10SD50
January 199633.6GoodN out of 10SD50