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I-565; ALT US 72 over R.R / CITY STREETS

Map 

Coordinates:
+34.73347, -86.59714
34°44'01" N, 86°35'50" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:I-565; ALT US 72 over R.R / CITY STREETS
Structure number:015821
Location:1.3 MI E JCT I565 * SR53
Purpose:Carries highway over highway, waterway, and railroad
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:221.1 ft. [67.4 m]
Total length:12839.5 ft. [3913.3 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:42.7 ft. [13.0 m]
Vertical clearance below bridge:16.1 ft. [4.9 m]
Skew angle:
Owner:State Highway Agency [01]
Year built:1991
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:48
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: April 2016 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:44,268 [as of 2016]
Truck traffic:6% of total traffic
Deck condition:Satisfactory [6 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]
Underclearances appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:44.8 tons [40.7 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:72.6
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$123,970,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
April 201672.6FairSatisfactorySatisfactorySatisfactoryFO44268
April 201472.8FairSatisfactorySatisfactorySatisfactoryFO42565
April 201261.1FairGoodFairSatisfactoryFO40095
May 201061.1FairGoodFairSatisfactoryFO39940
June 200882.7FairGoodFairSatisfactory-40325
May 200682.8FairGoodFairSatisfactory-39485
May 200482.9FairGoodFairSatisfactory-37725
March 200283.2FairGoodFairSatisfactory-35200
February 200283.2FairGoodFairSatisfactory-35200
February 200094.9FairGoodSatisfactorySatisfactory-33365
November 199795.0FairGoodSatisfactorySatisfactory-21295
August 199593.9FairGoodSatisfactoryGood-27210
November 199395.6FairGoodSatisfactoryGood-15965