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BRIARWOOD over ALDRIDGE CREEK

Map 

Coordinates:
+34.70514, -86.55593
34°42'19" N, 86°33'21" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:BRIARWOOD over ALDRIDGE CREEK
Structure number:011548
Old structure number:0000022945M0010 (from 1992 edition)
Location:BRIARWOOD AT DRAKE
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:6.9 ft. [2.1 m]
Total length:23.0 ft. [7.0 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:41.3 ft. [12.6 m]
Owner:City or Municipal Highway Agency [04]
Year built:1962
Year reconstructed:1976
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: May 2014 

Status:Open, no restriction [A]
Average daily traffic:11,700 [as of 2013]
Truck traffic:1% of total traffic
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 corrrective action [3]
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:38.2 tons [34.7 metric tons]
Inventory rating:22.9 tons [20.8 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:62.4
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$466,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
May 201462.4Functionally obsolete---11700
May 201262.4Functionally obsolete---11700
May 201062.6Functionally obsolete---9905
May 200854.8Functionally obsolete---9905
September 200654.8Functionally obsolete---9905
September 200454.8Functionally obsolete---9905
September 200254.8Functionally obsolete---9905
December 200054.8Functionally obsolete---9905
November 199855.0Functionally obsolete---9905
December 199654.8Functionally obsolete---9900
December 199455.1Functionally obsolete---9850
February 199355.1Functionally obsolete---9800
January 199149.7Structurally deficient---9700