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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 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:24,000 [as of 2015]
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]
Sufficiency rating:70.8
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$1,144,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
July 201670.8GoodGoodGoodGoodFO24000
July 201469.3GoodGoodGoodGoodFO29000
July 201269.3GoodGoodGoodGoodFO29000
July 201070.2GoodGoodGoodGoodFO26000
July 200871.9GoodGoodGoodGoodFO20300
October 200674.9GoodGoodGoodGoodFO20300
October 200474.9GoodGoodGoodGoodFO20300
October 200274.1GoodGoodGoodGoodFO23000
February 200174.1GoodGoodGoodGoodFO23000
February 199974.1GoodGoodGoodGoodFO23000
February 199774.9GoodGoodGoodGood-20250
January 199575.1GoodGoodGoodGood-20200
January 199375.2GoodGoodGoodGood-20100
February 199175.2GoodGoodGoodGood-20000