+34.74603, -86.57656
34°44'46" N, 86°34'36" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Structure number:009496
Old structure number:0000018545M0060 (from 1992 edition)
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:7.9 ft. [2.4 m]
Total length:35.1 ft. [10.7 m]
Roadway width between curbs:48.6 ft. [14.8 m]
Deck width edge-to-edge:60.0 ft. [18.3 m]
Owner:City or Municipal Highway Agency [04]
Year built:1940
Year reconstructed:1968
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:4
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: December 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:14,700 [as of 2015]
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 protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
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:49.9 tons [45.4 metric tons]
Inventory rating:29.9 tons [27.2 metric tons]
Sufficiency rating:72.3
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$664,000

Previous Inspections

DateSuff. RatingConditionCulvert ConditionSD/FOADT
December 201672.3Fair6 out of 10FO14700
December 201472.3Fair6 out of 10FO14700
December 201272.2Good8 out of 10FO14900
December 201072.1Fair6 out of 10FO15800
December 200853.6Fair6 out of 10FO16500
December 200653.6Fair6 out of 10FO16500
December 200453.6Fair6 out of 10FO16500
December 200253.6Good7 out of 10FO16500
November 200053.7Good7 out of 10FO15850
October 199853.9Good7 out of 10FO15850
January 199753.7Good7 out of 10FO15830
December 199454.3Good7 out of 10FO15825
January 199354.3Good7 out of 10FO15800
December 199061.6Good7 out of 10FO15700