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OAKWOOD AVE over DRY CREEK

Map

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

Facts

Name:OAKWOOD AVE over DRY CREEK
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

Good/Fair/Poor Condition:Fair
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]
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. RatingConditionCulvert ConditionSD/FOADT
July 201670.8Fair6 out of 10FO13900
July 201470.9Good7 out of 10FO13800
July 201270.9Good7 out of 10FO13800
July 201070.8Good7 out of 10FO15000
July 200853.9Good7 out of 10FO14500
November 200653.6Good7 out of 10FO16350
November 200453.6Good7 out of 10FO16350
November 200253.6Good7 out of 10FO16350
December 200053.6Good7 out of 10FO16350
December 199853.8Good7 out of 10FO16335
December 199653.6Good7 out of 10FO16325
December 199454.2Good7 out of 10FO16300
February 199354.2Good7 out of 10FO16200
December 199048.6Good7 out of 10SD16100