Madison Blvd over INDIAN CREEK


+34.69736, -86.69991
34°41'50" N, 86°41'60" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:Madison Blvd over INDIAN CREEK
Structure number:005509
Location:1.8 MI W JCT SR255 * SR20
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:34.1 ft. [10.4 m]
Total length:306.1 ft. [93.3 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:33.1 ft. [10.1 m]
Owner:City or Municipal Highway Agency [04]
Year built:1956
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:9
Main spans material:Concrete [1]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: April 2015 

Status:Open, no restriction [A]
Average daily traffic:30,700 [as of 2013]
Truck traffic:8% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
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]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4]
Operating rating:63.8 tons [58.0 metric tons]
Inventory rating:39.8 tons [36.2 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:62.5
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$2,569,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201562.5Functionally obsoleteFairSatisfactoryFair30700
April 201364.8Functionally obsoleteFairSatisfactoryFair28300
April 201165.3Functionally obsoleteFairSatisfactoryFair25000
April 200965.3Functionally obsoleteFairSatisfactoryFair25000
January 200765.7Functionally obsoleteFairSatisfactoryFair22300
January 200563.1Functionally obsoleteSatisfactorySatisfactoryFair48000
January 200378.0Functionally obsoleteGoodSatisfactorySatisfactory24800
January 200176.9Functionally obsoleteGoodSatisfactorySatisfactory17050
September 199877.4Functionally obsoleteGoodSatisfactorySatisfactory13540
September 199675.7Functionally obsoleteGoodSatisfactorySatisfactory10975
September 199476.1Functionally obsoleteGoodSatisfactorySatisfactory9045
September 199276.4Functionally obsoleteGoodSatisfactorySatisfactory5880