+32.27646, -90.21998
32°16'35" N, 90°13'12" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Structure number:SA2500000000141
Location:SEC 17 T 5N R 1E
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:20.0 ft. [6.1 m]
Total length:20.0 ft. [6.1 m]
Roadway width between curbs:24.3 ft. [7.4 m]
Deck width edge-to-edge:30.8 ft. [9.4 m]
Owner:City or Municipal Highway Agency [04]
Year built:1997
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 9 / H 10 [1]
Main span material:Wood or timber [7]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Wood or Timber [8]
Wearing surface:Bituminous [6]

Latest Available Inspection: February 2016 

Status:Posted for load [P]
Average daily traffic:2,600 [as of 2014]
Truck traffic:8% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 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:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:16.1 tons [14.6 metric tons]
Inventory rating:11.0 tons [10.0 metric tons]
Evaluation:Structurally deficient [1]
Sufficiency rating:41.8
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. ratingEvaluationDeckSuper.Sub.ADT
February 201641.8Structurally deficientGoodGoodSatisfactory2600
February 201541.8Structurally deficientGoodGoodSatisfactory2600
February 201441.8Structurally deficientGoodGoodSatisfactory2600
February 201341.3Structurally deficientGoodGoodSatisfactory2600
February 201241.3Structurally deficientGoodGoodSatisfactory2600
February 201141.3Structurally deficientGoodGoodSatisfactory2600
February 201041.3Structurally deficientGoodGoodSatisfactory2600
January 200941.3Structurally deficientGoodGoodSatisfactory2600
November 200741.3Structurally deficientGoodGoodSatisfactory2600
January 200741.3Structurally deficientGoodGoodSatisfactory2600
December 200541.3Not deficientGoodGoodSatisfactory2600
December 200441.3Not deficientVery GoodVery GoodVery Good2600
February 200441.3Not deficientVery GoodVery GoodVery Good2600
January 200241.3Not deficientVery GoodVery GoodVery Good2600
December 200041.3Not deficientVery GoodVery GoodVery Good2600
February 200041.3Not deficientVery GoodVery GoodVery Good2520
February 199941.3Not deficientVery GoodVery GoodVery Good2520
March 199841.3Not deficientVery GoodVery GoodVery Good2520
April 19966.9Structurally deficientPoorPoorSerious2520