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R-J4; SR 53 over RAMP J-7(I565E TO SR53S)

Map 

Coordinates:
+34.72750, -86.61861
34°43'39" N, 86°37'07" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:R-J4; SR 53 over RAMP J-7(I565E TO SR53S)
Structure number:015320
Location:0.1 MI S JCT SR 53 * I565
Purpose:Carries highway over highway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:110.9 ft. [33.8 m]
Total length:295.9 ft. [90.2 m]
Roadway width between curbs:38.1 ft. [11.6 m]
Deck width edge-to-edge:41.0 ft. [12.5 m]
Vertical clearance below bridge:17.4 ft. [5.3 m]
Skew angle:45°
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:3
Main spans material:Prestressed concrete continuous [6]
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: October 2015 

Status:Open, no restriction [A]
Average daily traffic:1,727 [as of 2015]
Truck traffic:4% of total traffic
Deck condition:Good [7 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:Better than present minimum criteria [7]
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:47.9 tons [43.5 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:95.8
Estimated cost of work:$3,090,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
October 201595.8Functionally obsoleteGoodGoodGood1727
October 201395.8Functionally obsoleteGoodGoodGood1660
October 201195.1Functionally obsoleteVery GoodSatisfactoryVery Good9646
October 200995.1Functionally obsoleteVery GoodGoodVery Good9345
October 200795.1Functionally obsoleteVery GoodGoodVery Good9055
October 200595.1Functionally obsoleteVery GoodGoodVery Good9440
October 200395.1Functionally obsoleteVery GoodGoodVery Good9500
October 200195.1Functionally obsoleteVery GoodGoodVery Good9500
October 199991.8Not deficientVery GoodGoodVery Good22590
October 199793.0Not deficientVery GoodGoodVery Good9835
October 199593.1Not deficientVery GoodGoodVery Good10812
October 199397.2Not deficientVery GoodGoodVery Good10200
November 199197.3Not deficientVery GoodVery GoodVery Good10000