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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 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:25,400 [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:74.8
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$1,502,000

Previous Inspections

DateSuff. RatingConditionCulvert ConditionSD/FOADT
April 201674.8Good7 out of 10-25400
April 201473.7Good7 out of 10-29000
April 201273.7Good7 out of 10-29000
April 201073.8Good7 out of 10-28700
April 200877.1Good7 out of 10-27900
September 200676.2Good7 out of 10-20300
October 200476.2Good7 out of 10-20300
October 200277.7Good7 out of 10-15250
January 200177.7Good7 out of 10-15250
January 199977.7Good7 out of 10-15210
December 199677.7Good7 out of 10-15200
December 199477.9Good7 out of 10-15150
January 199377.9Good7 out of 10-15100
January 199177.9Good7 out of 10-15000