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OAKWOOD AVE over DRY CREEK

Map 

Coordinates:
+34.74946, -86.62512
34°44'58" N, 86°37'30" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:OAKWOOD AVE over DRY CREEK
Structure number:006025
Old structure number:0000014845M0050 (from 1992 edition)
Location:3801 OAKWOOD AVE
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:9.8 ft. [3.0 m]
Total length:21.0 ft. [6.4 m]
Roadway width between curbs:48.6 ft. [14.8 m]
Deck width edge-to-edge:60.0 ft. [18.3 m]
Skew angle:30°
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:2
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: July 2014 

Status:Open, no restriction [A]
Average daily traffic:13,800 [as of 2011]
Truck traffic:1% of total traffic
Structural appraisal:Better than present minimum criteria [7]
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 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:68.8 tons [62.5 metric tons]
Inventory rating:41.2 tons [37.5 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:76.3
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$689,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
July 201476.3Functionally obsolete---13800
July 201276.3Functionally obsolete---13800
July 201076.2Functionally obsolete---15000
July 200853.9Functionally obsolete---14500
November 200653.6Functionally obsolete---16350
November 200453.6Functionally obsolete---16350
November 200253.6Functionally obsolete---16350
January 200153.6Functionally obsolete---16350
December 199853.8Functionally obsolete---16255
December 199653.6Functionally obsolete---16245
December 199454.2Functionally obsolete---16220
February 199354.2Functionally obsolete---16200
December 199048.6Structurally deficient---16100