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US84 MP 523.279 over STREAM

Map 

Coordinates:
+31.28333, -86.21667
31°16'60" N, 86°13'00" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:US84 MP 523.279 over STREAM
Structure number:016406
Location:0.1 MI. N OF AL 134
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:11.5 ft. [3.5 m]
Total length:46.9 ft. [14.3 m]
Skew angle:30°
Owner:State Highway Agency [01]
Year built:2000
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:4
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: January 2016 

Status:Open, no restriction [A]
Average daily traffic:4,840 [as of 2013]
Truck traffic:5% 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 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]
Operating rating:97.8 tons [88.9 metric tons]
Inventory rating:97.8 tons [88.9 metric tons]
Sufficiency rating:82.5
Estimated cost of work:$3,290,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
January 201682.5Not deficient---4840
January 201482.5Not deficient---4840
January 201282.7Not deficient---2250
January 201082.7Not deficient---2250
January 200882.8Not deficient---2220
January 200682.4Not deficient---5460
January 200482.4Not deficient---5670
October 200183.1Not deficient---5670