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BRAND AVE over JONES FALLS

Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:BRAND AVE over JONES FALLS
Structure number:200000BC3507010
Location:0.03 MI N COLD SPRING LA
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:65.0 ft. [19.8 m]
Total length:134.8 ft. [41.1 m]
Roadway width between curbs:16.1 ft. [4.9 m]
Deck width edge-to-edge:24.0 ft. [7.3 m]
Skew angle:13°
Owner:City or Municipal Highway Agency [04]
Year built:1973
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:2
Main spans material:Concrete continuous [2]
Main spans design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: June 2016 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:120 [as of 2007]
Truck traffic:10% 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: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 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 the assessed or calculated scour condition. [8]
Operating rating:80.3 tons [73.0 metric tons]
Inventory rating:48.4 tons [44.0 metric tons]
Sufficiency rating:81.5
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$42,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
June 201681.5GoodGoodGoodGoodFO120
June 201481.5GoodGoodGoodGoodFO120
June 201281.5GoodGoodGoodGoodFO120
June 201081.5GoodGoodGoodGoodFO120
April 200881.5FairSatisfactoryGoodGoodFO120
January 200681.5FairSatisfactoryGoodGoodFO120
November 200381.5FairSatisfactoryGoodGoodFO120
December 200181.5FairSatisfactoryGoodGoodFO100
November 199981.5FairSatisfactoryGoodGoodFO100
December 199781.5FairSatisfactoryGoodGoodFO100
January 199781.5FairSatisfactoryGoodGoodFO100
March 199582.2FairSatisfactoryGoodGoodFO100
October 199283.2GoodGoodGoodGoodFO100
November 199082.2GoodGoodGoodGoodFO100