+34.75225, -86.69326
34°45'08" N, 86°41'36" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Structure number:014018
Old structure number:0000025945M0020 (from 1992 edition)
Location:.2 MI N OF US 72 W.
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:41.3 ft. [12.6 m]
Total length:124.3 ft. [37.9 m]
Roadway width between curbs:60.4 ft. [18.4 m]
Deck width edge-to-edge:72.2 ft. [22.0 m]
Owner:City or Municipal Highway Agency [04]
Year built:1986
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:Prestressed concrete continuous [6]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: April 2015

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:9,500 [as of 2013]
Truck traffic:1% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present minimum criteria [6]
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]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:53.9 tons [49.0 metric tons]
Inventory rating:32.2 tons [29.3 metric tons]
Sufficiency rating:90.6
Estimated cost of work:$2,576,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
April 201590.6GoodGoodGoodGood-9500
April 201390.5GoodGoodGoodGood-9700
April 201192.6GoodGoodGoodGood-9300
April 200993.1GoodGoodGoodGood-8300
January 200794.4GoodGoodGoodGood-5400
January 200595.0GoodGoodGoodGood-4300
January 200395.0GoodGoodGoodGood-4300
January 200196.1GoodVery GoodVery GoodVery Good-1800
January 199996.1GoodVery GoodVery GoodVery Good-1800
January 199796.1GoodVery GoodVery GoodVery Good-1775
January 199597.1GoodVery GoodVery GoodVery Good-1750
January 199396.1GoodGoodGoodGood-1700
March 199196.2GoodGoodGoodGood-1600