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4 MILE POST ROAD over ALDRIDGE CREEK

Map 

Coordinates:
+34.67207, -86.55070
34°40'19" N, 86°33'03" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:4 MILE POST ROAD over ALDRIDGE CREEK
Structure number:013332
Old structure number:0000005645M0080 (from 1992 edition)
Location:1012 4 MILE POST ROAD
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:8.9 ft. [2.7 m]
Total length:40.0 ft. [12.2 m]
Skew angle:15°
Owner:City or Municipal Highway Agency [04]
Year built:1984
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:4
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: January 2016 

Status:Open, no restriction [A]
Average daily traffic:8,800 [as of 2013]
Truck traffic:1% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Better than present minimum criteria [7]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Culvert condition:Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:55.8 tons [50.7 metric tons]
Inventory rating:33.6 tons [30.5 metric tons]
Sufficiency rating:95.3
Estimated cost of work:$584,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
January 201695.3Not deficient---8800
January 201495.2Not deficient---9600
January 201295.4Not deficient---8500
January 201096.5Not deficient---5500
January 200896.5Not deficient---5500
January 200696.5Not deficient---5500
January 200496.5Not deficient---5100
October 200296.8Not deficient---2435
January 200196.8Not deficient---2435
January 199996.8Not deficient---2435
December 199696.8Not deficient---2425
December 199496.8Not deficient---2400
February 199396.8Not deficient---2300
January 199196.8Not deficient---2200