+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 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:5,400 [as of 2015]
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:82.4
Estimated cost of work:$1,890,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
June 201682.4GoodGoodGoodGood-5400
June 201482.7GoodGoodGoodGood-4400
June 201282.7GoodGoodGoodGood-4400
June 201081.7GoodGoodGoodGood-7900
June 200882.3GoodGoodGoodGood-6000
October 200682.3GoodGoodGoodGood-6000
October 200482.3GoodGoodGoodGood-6000
October 200281.0GoodGoodGoodGood-10500
January 200182.6GoodGoodGoodGood-4775
February 199982.4GoodGoodGoodGood-4725
January 199782.4GoodGoodGoodGood-4700
January 199582.3GoodGoodGoodGood-4680
February 199382.3GoodGoodGoodGood-4600
February 199182.3GoodGoodGoodGood-4500