+32.38432, -90.12309
32°23'04" N, 90°07'23" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Structure number:SA2500000000280
Location:SEC 8 T 6N R 2E
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:16.1 ft. [4.9 m]
Total length:47.9 ft. [14.6 m]
Roadway width between curbs:22.3 ft. [6.8 m]
Deck width edge-to-edge:23.6 ft. [7.2 m]
Owner:City or Municipal Highway Agency [04]
Year built:1993
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 9 / H 10 [1]
Number of main spans:3
Main spans material:Wood or timber [7]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Wood or Timber [8]
Wearing surface:Bituminous [6]

Latest Available Inspection: February 2017

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:5,400 [as of 2015]
Truck traffic:8% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Basically intolerable requiring high priority of replacement [2]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
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 with "unknown" foundation that has not been evaluated for scour. [U]
Operating rating:18.4 tons [16.7 metric tons]
Inventory rating:13.3 tons [12.1 metric tons]
Sufficiency rating:45.2
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$127,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
February 201745.2FairSatisfactorySatisfactorySatisfactorySD5400
February 201645.2FairSatisfactorySatisfactorySatisfactorySD5400
February 201545.2FairSatisfactorySatisfactorySatisfactorySD5400
February 201445.2FairSatisfactorySatisfactorySatisfactorySD5400
February 201245.2FairSatisfactorySatisfactorySatisfactorySD5400
February 201050.4FairGoodSatisfactoryGoodSD5400
November 200750.4GoodGoodVery GoodGoodSD5400
November 200550.4GoodGoodVery GoodGoodSD5400
February 200446.2GoodVery GoodVery GoodGoodSD5400
January 200246.2GoodVery GoodVery GoodGood-5400
February 200049.7GoodVery GoodVery GoodVery Good-1440
March 199849.7GoodVery GoodVery GoodVery Good-1440
April 199649.7GoodVery GoodVery GoodVery Good-1440