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Madison Blvd over INDIAN CREEK

Map 

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

Facts 

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 

Good/Fair/Poor Condition:Fair
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]
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. RatingConditionDeckSuperstructureSubstructureSD/FOADT
April 201562.5FairFairSatisfactoryFairFO30700
April 201364.8FairFairSatisfactoryFairFO28300
April 201165.3FairFairSatisfactoryFairFO25000
April 200965.3FairFairSatisfactoryFairFO25000
January 200765.7FairFairSatisfactoryFairFO22300
January 200563.1FairSatisfactorySatisfactoryFairFO48000
January 200378.0FairGoodSatisfactorySatisfactoryFO24800
January 200176.9FairGoodSatisfactorySatisfactoryFO17050
September 199877.4FairGoodSatisfactorySatisfactoryFO13540
September 199675.7FairGoodSatisfactorySatisfactoryFO10975
September 199476.1FairGoodSatisfactorySatisfactoryFO9045
September 199276.4FairGoodSatisfactorySatisfactoryFO5880