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DYESS BRIDGE RD over LANGS CREEK

Map

Coordinates:
+31.68821, -88.58961
31°41'18" N, 88°35'23" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:DYESS BRIDGE RD over LANGS CREEK
Structure number:SA7700000000078
Location:SEC 4 T 8N R 6W B
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:14.1 ft. [4.3 m]
Total length:29.9 ft. [9.1 m]
Owner:County Highway Agency [02]
Year built:1953
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 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:840 [as of 2015]
Truck traffic:8% of total traffic
Structural appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
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]
Operating rating:53.5 tons [48.6 metric tons]
Inventory rating:32.1 tons [29.2 metric tons]
Sufficiency rating:97.9

Previous Inspections

DateSuff. RatingConditionCulvert ConditionSD/FOADT
September 201697.9Good7 out of 10-840
September 201499.8Good7 out of 10-840
September 201299.8Good7 out of 10-840
September 201099.8Good7 out of 10-840
September 200999.8Good7 out of 10-840
August 200799.8Good7 out of 10-840
October 200599.8Good7 out of 10-840
January 200499.8Good7 out of 10-840
December 200199.8Good7 out of 10-840
January 200099.8Good7 out of 10-850
January 199898.8Good7 out of 10-850
February 199698.8Good7 out of 10-890