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GARTH over ALDRIDGE CREEK

Map 

Coordinates:
+34.70512, -86.55422
34°42'18" N, 86°33'15" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:GARTH over ALDRIDGE CREEK
Structure number:010396
Old structure number:0000008645M0410 (from 1992 edition)
Location:GARTH * DRAKE
Purpose:Carries highway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:7.9 ft. [2.4 m]
Total length:24.0 ft. [7.3 m]
Roadway width between curbs:59.4 ft. [18.1 m]
Deck width edge-to-edge:61.0 ft. [18.6 m]
Owner:City or Municipal Highway Agency [04]
Year built:1970
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:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: April 2016 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:1,100 [as of 2013]
Truck traffic:1% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Better than present minimum criteria [7]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
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:47.9 tons [43.5 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:96.9
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$534,000

Previous Inspections 

DateSuff. RatingConditionCulvert ConditionSD/FOADT
April 201696.9Fair6 out of 10-1100
April 201495.9Good7 out of 10-11700
April 201274.1Good7 out of 10-11300
April 201074.1Good7 out of 10-11300
April 200874.1Good7 out of 10-11300
September 200674.1Good7 out of 10-11300
September 200474.5Good7 out of 10-7975
September 200274.5Good7 out of 10-7975
January 200174.5Good7 out of 10-7975
December 199874.7Good7 out of 10-7975
December 199674.5Good7 out of 10-7950
December 199474.7Good7 out of 10-7900
February 199374.7Good7 out of 10-7800
January 199166.5Good7 out of 10SD7700