+34.73992, -86.59152
34°44'24" N, 86°35'29" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Structure number:008439
Old structure number:0000013045M0010 (from 1992 edition)
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:34.1 ft. [10.4 m]
Total length:68.2 ft. [20.8 m]
Roadway width between curbs:51.8 ft. [15.8 m]
Deck width edge-to-edge:63.7 ft. [19.4 m]
Skew angle:21°
Owner:City or Municipal Highway Agency [04]
Year built:1964
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Number of main spans:2
Main spans material:Concrete [1]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: September 2014 

Status:Open, no restriction [A]
Average daily traffic:11,700 [as of 2013]
Truck traffic:5% 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:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Meets minimum tolerable limits to be left in place as is [4]
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:48.0 tons [43.6 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:76.6
Estimated cost of work:$1,864,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
September 201476.6Not deficientGoodGoodGood11700
September 201276.4Not deficientGoodGoodGood13400
September 201052.6Not deficientGoodGoodGood22000
September 200852.6Not deficientGoodGoodGood22000
November 200652.6Not deficientGoodGoodGood22000
November 200453.7Not deficientGoodGoodGood22000
November 200256.4Not deficientGoodGoodGood12200
January 200156.4Not deficientGoodGoodGood12200
January 199956.6Not deficientGoodGoodGood12200
January 199756.4Not deficientGoodGoodGood12175
January 199556.9Not deficientGoodGoodGood12150
February 199355.8Not deficientGoodGoodGood12100
March 199163.1Not deficientGoodGoodSatisfactory12000