S COURT ST over I85


+32.36768, -86.30873
32°22'04" N, 86°18'31" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:S COURT ST over I85
Structure number:008606
Location:0.8 MI N OF I65
Purpose:Carries highway overpass over highway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:63.0 ft. [19.2 m]
Total length:229.0 ft. [69.8 m]
Roadway width between curbs:44.0 ft. [13.4 m]
Deck width edge-to-edge:57.1 ft. [17.4 m]
Vertical clearance below bridge:22.3 ft. [6.8 m]
Owner:State Highway Agency [01]
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:4
Main spans material:Concrete continuous [2]
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: June 2015

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:13,541 [as of 2003]
Truck traffic:1% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Better than present minimum criteria [7]
Scour condition:Bridge not over waterway. [N]
Operating rating:47.9 tons [43.5 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:74.3
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$3,451,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
June 201574.3FairSatisfactoryGoodGoodFO13541
June 201374.3GoodGoodGoodGoodFO13541
June 201174.3GoodGoodGoodGoodFO13541
June 200974.3GoodGoodGoodGoodFO13541
June 200774.3GoodGoodGoodGoodFO13541
June 200574.3GoodGoodGoodGoodFO13541
April 200374.4GoodGoodGoodGoodFO12537
March 200174.4GoodGoodGoodGoodFO12537
March 199974.6GoodGoodGoodGoodFO11329
March 199775.7GoodGoodGoodGoodFO10800
January 199575.9GoodGoodGoodGoodFO10800
March 199377.9GoodGoodGoodGoodFO10800
January 199177.9GoodGoodVery GoodVery GoodFO10800