+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 

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. ratingEvaluationDeckSuper.Sub.ADT
April 201590.6Not deficientGoodGoodGood9500
April 201390.5Not deficientGoodGoodGood9700
April 201192.6Not deficientGoodGoodGood9300
April 200993.1Not deficientGoodGoodGood8300
January 200794.4Not deficientGoodGoodGood5400
January 200595.0Not deficientGoodGoodGood4300
January 200395.0Not deficientGoodGoodGood4300
January 200196.1Not deficientVery GoodVery GoodVery Good1800
January 199996.1Not deficientVery GoodVery GoodVery Good1800
January 199796.1Not deficientVery GoodVery GoodVery Good1775
January 199597.1Not deficientVery GoodVery GoodVery Good1750
January 199396.1Not deficientGoodGoodGood1700
March 199196.2Not deficientGoodGoodGood1600