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Madison Blvd over INDIAN CREEK

Map 

Coordinates:
+34.69748, -86.70002
34°41'51" N, 86°42'00" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:Madison Blvd over INDIAN CREEK
Structure number:008735
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:1965
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:27,800 [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:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
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:73.7 tons [67.0 metric tons]
Inventory rating:48.0 tons [43.6 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:74.6
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 201574.6Functionally obsoleteFairSatisfactorySatisfactory27800
April 201375.5Functionally obsoleteFairSatisfactorySatisfactory28300
April 201175.9Functionally obsoleteFairSatisfactorySatisfactory25000
April 200976.9Functionally obsoleteFairSatisfactorySatisfactory25000
January 200765.7Functionally obsoleteFairSatisfactoryFair22300
January 200561.9Functionally obsoleteFairSatisfactoryFair48000
January 200364.4Functionally obsoleteSatisfactoryFairSatisfactory24800
January 200174.9Functionally obsoleteSatisfactorySatisfactorySatisfactory17050
September 199864.0Functionally obsoleteSatisfactoryFairSatisfactory13590
September 199664.4Functionally obsoleteSatisfactoryFairSatisfactory10975
September 199476.1Functionally obsoleteSatisfactorySatisfactorySatisfactory9045
September 199276.4Functionally obsoleteSatisfactorySatisfactorySatisfactory5880