I 59 over 83 RD ST


+33.56994, -86.71967
33°34'12" N, 86°43'11" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:I 59 over 83 RD ST
Structure number:011567
Old structure number:00000I59370316A (from 1992 edition)
Location:I 59 * 83 RD ST
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:65.0 ft. [19.8 m]
Total length:133.2 ft. [40.6 m]
Roadway width between curbs:39.0 ft. [11.9 m]
Deck width edge-to-edge:54.1 ft. [16.5 m]
Vertical clearance below bridge:14.4 ft. [4.4 m]
Skew angle:14°
Owner:State Highway Agency [01]
Year built:1976
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: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: February 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:34,590 [as of 2016]
Truck traffic:10% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Equal to present minimum criteria [6]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Better than present minimum criteria [7]
Scour condition:Bridge not over waterway. [N]
Operating rating:82.3 tons [74.8 metric tons]
Inventory rating:49.3 tons [44.8 metric tons]
Sufficiency rating:90.6
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$2,044,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
February 201690.6FairSatisfactorySatisfactoryGoodFO34590
February 201490.6FairSatisfactorySatisfactoryGoodFO34590
February 201290.9FairSatisfactorySatisfactoryGoodFO31855
March 201090.7FairGoodSatisfactoryGoodFO33170
March 200890.7FairGoodSatisfactoryGoodFO33105
March 200691.0GoodGoodGoodGoodFO30890
March 200490.9GoodGoodGoodGoodFO31180
March 200290.9GoodGoodGoodGoodFO31180
April 200091.0GoodGoodGoodVery GoodFO30735
March 199891.1GoodGoodGoodVery GoodFO29490
February 199695.8GoodGoodGoodVery Good-28695
March 199495.9GoodGoodGoodGood-27465
November 199196.4GoodGoodGoodGood-21705