+34.98333, -86.48333
34°58'60" N, 86°28'60" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Structure number:014076
Old structure number:0000042445157Z0 (from 1992 edition)
Location:1.0 MI NW CO RD 1322
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:9.8 ft. [3.0 m]
Total length:32.2 ft. [9.8 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:44.9 ft. [13.7 m]
Owner:City or Municipal Highway Agency [04]
Year built:1943
Year reconstructed:1987
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:3
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: November 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:1,800 [as of 2015]
Truck traffic:1% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
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:84.8 tons [77.1 metric tons]
Inventory rating:50.9 tons [46.3 metric tons]
Sufficiency rating:94.1
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$462,000

Previous Inspections

DateSuff. RatingConditionCulvert ConditionSD/FOADT
November 201694.1Fair6 out of 10-1800
November 201494.1Fair6 out of 10-1800
November 201294.1Fair6 out of 10-1800
November 201075.2Fair6 out of 10FO1220
November 200875.2Fair6 out of 10FO1220
November 200675.2Fair6 out of 10FO1220
November 200475.2Fair6 out of 10FO1220
November 200275.2Good7 out of 10FO1220
December 200075.2Good7 out of 10FO1220
November 199875.2Good7 out of 10FO1190
January 199796.4Good7 out of 10-1150
March 199596.4Good7 out of 10-1100
February 199399.4Good8 out of 10-1050
January 199199.4Good9 out of 10-1050