+34.62206, -86.53379
34°37'19" N, 86°32'02" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Structure number:013409
Old structure number:0000024945M0040 (from 1992 edition)
Location:2512 WILLENA DRIVE
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:7.9 ft. [2.4 m]
Total length:28.9 ft. [8.8 m]
Skew angle:25°
Owner:City or Municipal Highway Agency [04]
Year built:1984
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:3
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: June 2016 

Status:Open, no restriction [A]
Average daily traffic:400 [as of 2015]
Truck traffic:1% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Better than present minimum criteria [7]
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]
Operating rating:97.8 tons [88.9 metric tons]
Inventory rating:77.4 tons [70.4 metric tons]
Sufficiency rating:100.0
Estimated cost of work:$540,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
June 2016100.0Not deficient---400
June 201496.9Not deficient---730
June 201296.9Not deficient---730
June 201096.9Not deficient---730
June 200896.9Not deficient---730
September 200697.9Not deficient---730
September 200497.9Not deficient---730
September 200297.9Not deficient---730
December 200097.9Not deficient---730
November 199897.9Not deficient---730
December 199697.9Not deficient---720
December 199497.9Not deficient---700
January 199396.9Not deficient---670
January 199197.0Not deficient---570