+34.61237, -86.54379
34°36'45" N, 86°32'38" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Structure number:014540
Old structure number:0000001545M0120 (from 1992 edition)
Location:1.2 M EAST OF HWY 231 S
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:53.2 ft. [16.2 m]
Total length:158.1 ft. [48.2 m]
Roadway width between curbs:44.0 ft. [13.4 m]
Deck width edge-to-edge:44.0 ft. [13.4 m]
Owner:City or Municipal Highway Agency [04]
Year built:1988
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 [5]
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: June 2014 

Status:Open, no restriction [A]
Average daily traffic:4,400 [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: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]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:47.9 tons [43.5 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:82.7
Estimated cost of work:$2,633,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
June 201482.7Not deficientGoodGoodGood4400
June 201282.7Not deficientGoodGoodGood4400
June 201081.7Not deficientGoodGoodGood7900
June 200882.3Not deficientGoodGoodGood6000
October 200682.3Not deficientGoodGoodGood6000
October 200482.3Not deficientGoodGoodGood6000
October 200281.0Not deficientGoodGoodGood10500
January 200182.6Not deficientGoodGoodGood4775
February 199982.4Not deficientGoodGoodGood4725
January 199782.4Not deficientGoodGoodGood4700
January 199582.3Not deficientGoodGoodGood4680
February 199382.3Not deficientGoodGoodGood4600
February 199182.3Not deficientGoodGoodGood4500