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S PERRY ST over I85

Map 

Coordinates:
+32.36771, -86.30707
32°22'04" N, 86°18'25" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:S PERRY ST over I85
Structure number:008607
Old structure number:00000I855100080 (from 1992 edition)
Location:0.8 MI N OF I65
Purpose:Carries highway and pedestrian walkway 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:24.9 ft. [7.6 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:36,581 [as of 2003]
Truck traffic:5% of total traffic
Deck condition:Fair [5 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: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:72.6 tons [66.0 metric tons]
Inventory rating:43.8 tons [39.8 metric tons]
Sufficiency rating:70.4
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 201570.4FairFairSatisfactoryGoodFO36581
June 201371.4GoodGoodGoodGoodFO36581
June 201171.4GoodGoodGoodGoodFO36581
June 200971.4GoodGoodGoodGoodFO36581
June 200771.4GoodGoodGoodGoodFO36581
June 200571.4GoodGoodGoodGoodFO36581
April 200371.8GoodGoodGoodGoodFO33870
March 200171.8GoodGoodGoodGoodFO33870
March 199970.2GoodGoodGoodGoodFO30605
March 199771.4GoodGoodGoodGoodFO29175
January 199572.1GoodGoodGoodGoodFO29175
April 199373.2GoodGoodGoodGoodFO28805
April 199173.2GoodGoodVery GoodVery GoodFO28805
January 199177.9GoodGoodVery GoodVery GoodFO10800