LA1026 over CREEK


+30.50935, -90.93767
30°30'34" N, 90°56'16" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:LA1026 over CREEK
Structure number:623202730302941
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:19.0 ft. [5.8 m]
Total length:39.0 ft. [11.9 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:31.5 ft. [9.6 m]
Owner:State Highway Agency [01]
Year built:1961
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Number of main spans:2
Main spans material:Concrete [1]
Main spans design:Slab [01]
Deck type:Concrete Precast Panels [2]
Wearing surface:Bituminous [6]

Latest Available Inspection: April 2017

Good/Fair/Poor Condition:Poor
Status:Posted for load [P]
Average daily traffic:9,100 [as of 2015]
Truck traffic:1% of total traffic
Deck condition:Serious [3 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Fair [5 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 minimum criteria [6]
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]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:15.7 tons [14.3 metric tons]
Inventory rating:12.1 tons [11.0 metric tons]
Sufficiency rating:29.8
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$234,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
April 201729.8PoorSeriousSatisfactoryFairSD9100
January 201656.2PoorPoorSatisfactoryFairSD9100
February 201457.2PoorPoorSatisfactoryFairSD11000
January 201257.2PoorPoorSatisfactoryFairSD9000
January 201157.2PoorPoorSatisfactoryFairSD8700
January 201057.2PoorPoorSatisfactoryFairSD8400
January 200957.2PoorPoorSatisfactoryFairSD7300
January 200857.2PoorPoorSatisfactoryFairSD7100
January 200767.2PoorPoorSatisfactorySatisfactorySD6800
January 200667.2PoorPoorSatisfactorySatisfactorySD6700
January 200567.2PoorPoorSatisfactorySatisfactorySD6400
January 200467.2PoorPoorSatisfactorySatisfactorySD6200
January 200367.2PoorPoorSatisfactorySatisfactorySD5700
January 200274.8PoorPoorSatisfactorySatisfactorySD5136
January 200176.8FairFairSatisfactorySatisfactoryFO5136
January 200051.8PoorFairSatisfactoryPoorSD4853
December 199878.8FairFairSatisfactorySatisfactory-4853
December 199779.8FairFairSatisfactorySatisfactory-4853
December 199679.8FairFairSatisfactorySatisfactory-4729
December 199565.8FairFairFairSatisfactory-4591
December 199463.8FairFairFairSatisfactory-4479
December 199363.8FairFairFairSatisfactory-3030
December 199263.8FairFairFairSatisfactory-3187
December 199165.8FairFairFairSatisfactory-3187