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WEATHERLY RD over ALDRIDGE CREEK

Map 

Coordinates:
+34.64625, -86.54230
34°38'46" N, 86°32'32" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:WEATHERLY RD over ALDRIDGE CREEK
Structure number:008744
Old structure number:0000002445M0120 (from 1992 edition)
Location:ALDRIDGE CREEK AT WEA. RD
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:34.1 ft. [10.4 m]
Total length:102.4 ft. [31.2 m]
Roadway width between curbs:48.6 ft. [14.8 m]
Deck width edge-to-edge:56.4 ft. [17.2 m]
Skew angle:30°
Owner:City or Municipal Highway Agency [04]
Year built:1965
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Number of main spans:3
Main spans material:Concrete [1]
Main spans design:Tee beam [04]
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:13,700 [as of 2013]
Truck traffic:1% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4]
Operating rating:36.0 tons [32.7 metric tons]
Inventory rating:26.0 tons [23.6 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:62.7
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$2,292,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
July 201462.7Functionally obsoleteSatisfactoryGoodGood13700
July 201247.4Functionally obsoleteSatisfactoryGoodGood17000
July 201047.8Functionally obsoleteSatisfactoryGoodGood16200
July 200847.8Functionally obsoleteSatisfactoryGoodGood16200
October 200647.8Functionally obsoleteSatisfactoryGoodGood16200
October 200447.8Functionally obsoleteSatisfactoryGoodGood16200
October 200248.9Functionally obsoleteGoodGoodGood14300
January 200147.2Functionally obsoleteGoodGoodGood17325
February 199947.4Functionally obsoleteGoodGoodGood17325
February 199747.1Functionally obsoleteGoodGoodGood17300
January 199547.1Functionally obsoleteGoodGoodGood17300
February 199347.2Functionally obsoleteGoodGoodGood17200
March 199153.0Functionally obsoleteGoodGoodSatisfactory17100