+34.74958, -86.63112
34°44'58" N, 86°37'52" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Structure number:006024
Old structure number:0000014845M0020 (from 1992 edition)
Location:4207 OAKWOOD AVE
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:17.1 ft. [5.2 m]
Total length:54.1 ft. [16.5 m]
Roadway width between curbs:47.9 ft. [14.6 m]
Deck width edge-to-edge:60.0 ft. [18.3 m]
Skew angle:45°
Owner:City or Municipal Highway Agency [04]
Year built:1957
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Number of main spans:3
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: July 2016 

Status:Open, no restriction [A]
Average daily traffic:13,900 [as of 2015]
Truck traffic:1% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
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:47.6 tons [43.3 metric tons]
Inventory rating:28.5 tons [25.9 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:70.8
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$1,278,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
July 201670.8Functionally obsolete---13900
July 201470.9Functionally obsolete---13800
July 201270.9Functionally obsolete---13800
July 201070.8Functionally obsolete---15000
July 200853.9Functionally obsolete---14500
November 200653.6Functionally obsolete---16350
November 200453.6Functionally obsolete---16350
November 200253.6Functionally obsolete---16350
December 200053.6Functionally obsolete---16350
December 199853.8Functionally obsolete---16335
December 199653.6Functionally obsolete---16325
December 199454.2Functionally obsolete---16300
February 199354.2Functionally obsolete---16200
December 199048.6Structurally deficient---16100