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BRANDONTOWN RD over DRY CREEK

Map 

Coordinates:
+34.74882, -86.62904
34°44'56" N, 86°37'45" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:BRANDONTOWN RD over DRY CREEK
Structure number:008793
Old structure number:0000004945M0040 (from 1992 edition)
Location:1910 BRANDONTOWN RD
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:12.1 ft. [3.7 m]
Total length:43.0 ft. [13.1 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:60.0 ft. [18.3 m]
Skew angle:45°
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:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: July 2014 

Status:Open, no restriction [A]
Average daily traffic:750 [as of 2013]
Truck traffic:1% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
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:51.9 tons [47.2 metric tons]
Inventory rating:31.1 tons [28.3 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:75.2
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$1,029,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
July 201475.2Functionally obsolete---750
July 201275.2Functionally obsolete---750
July 201075.2Functionally obsolete---750
July 200875.4Not deficient---750
October 200675.4Not deficient---750
October 200475.4Not deficient---750
November 200275.2Not deficient---2400
December 200075.2Not deficient---2400
December 199875.4Not deficient---2400
November 199675.2Not deficient---2380
December 199475.3Not deficient---2370
February 199375.3Not deficient---2270
December 199082.4Not deficient---2170