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OLD MADISON PIKE over MCDONALD CREEK

Map 

Coordinates:
+34.71467, -86.65067
34°42'53" N, 86°39'02" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:OLD MADISON PIKE over MCDONALD CREEK
Structure number:020138
Location:0.2 MILE NORTH I-565
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:14.1 ft. [4.3 m]
Total length:57.4 ft. [17.5 m]
Roadway width between curbs:59.1 ft. [18.0 m]
Deck width edge-to-edge:168.0 ft. [51.2 m]
Skew angle:99°
Owner:City or Municipal Highway Agency [04]
Year built:1990
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: July 2014 

Status:Open, no restriction [A]
Average daily traffic:25,300 [as of 2013]
Truck traffic:5% 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:Equal to present desirable criteria [8]
Roadway alignment appraisal:Better than present minimum criteria [7]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
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:88.3 tons [80.3 metric tons]
Inventory rating:52.9 tons [48.1 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:76.4
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$3,566,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
July 201476.4Functionally obsolete---25300
July 201277.7Functionally obsolete---18500
July 201077.7Functionally obsolete---18500
July 200877.7Functionally obsolete---18500