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CARL T. JONES DR over ALDRIDGE CREEK TRIB

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 TRIB
Structure number:014609
Old structure number:0000006345M0300 (from 1992 edition)
Location:.25 M N FOUR MILE POST
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:9.8 ft. [3.0 m]
Total length:30.8 ft. [9.4 m]
Skew angle:
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:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: April 2014 

Status:Open, no restriction [A]
Average daily traffic:29,000 [as of 2013]
Truck traffic:1% of total traffic
Structural appraisal:Better than present minimum criteria [7]
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]
Culvert condition:Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:51.9 tons [47.2 metric tons]
Inventory rating:31.1 tons [28.3 metric tons]
Sufficiency rating:73.7
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$2,037,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201473.7Not deficient---29000
April 201273.7Not deficient---29000
April 201073.8Not deficient---28700
April 200877.1Not deficient---27900
September 200676.2Not deficient---20300
October 200476.2Not deficient---20300
October 200277.7Not deficient---15250
January 200177.7Not deficient---15250
January 199977.7Not deficient---15210
December 199677.7Not deficient---15200
December 199477.9Not deficient---15150
January 199377.9Not deficient---15100
January 199177.9Not deficient---15000