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CARL T. JONES DR. over ALDRIDGE CREEK

Map 

Coordinates:
+34.67813, -86.54899
34°40'41" N, 86°32'56" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:CARL T. JONES DR. over ALDRIDGE CREEK
Structure number:014602
Old structure number:0000005945M022A (from 1992 edition)
Location:2.2 MILES EAST HWY 231 SO
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:36.1 ft. [11.0 m]
Total length:106.0 ft. [32.3 m]
Roadway width between curbs:26.9 ft. [8.2 m]
Deck width edge-to-edge:37.7 ft. [11.5 m]
Skew angle:33°
Owner:City or Municipal Highway Agency [04]
Year built:1988
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 [5]
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: July 2014 

Status:Open, no restriction [A]
Average daily traffic:29,000 [as of 2013]
Truck traffic:1% 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:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Better than present minimum criteria [7]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:47.9 tons [43.5 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:69.3
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$1,589,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
July 201469.3Functionally obsoleteGoodGoodGood29000
July 201269.3Functionally obsoleteGoodGoodGood29000
July 201070.2Functionally obsoleteGoodGoodGood26000
July 200871.9Functionally obsoleteGoodGoodGood20300
October 200674.9Functionally obsoleteGoodGoodGood20300
October 200474.9Functionally obsoleteGoodGoodGood20300
October 200274.1Functionally obsoleteGoodGoodGood23000
February 200174.1Functionally obsoleteGoodGoodGood23000
February 199974.1Functionally obsoleteGoodGoodGood23000
February 199774.9Not deficientGoodGoodGood20250
January 199575.1Not deficientGoodGoodGood20200
January 199375.2Not deficientGoodGoodGood20100
February 199175.2Not deficientGoodGoodGood20000