LA0128 over CREEK


+32.06841, -91.64846
32°04'06" N, 91°38'54" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:LA0128 over CREEK
Structure number:582101700201201
Location:1.2 MI EAST OF LA 15
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:19.0 ft. [5.8 m]
Total length:57.1 ft. [17.4 m]
Roadway width between curbs:32.2 ft. [9.8 m]
Deck width edge-to-edge:36.1 ft. [11.0 m]
Owner:State Highway Agency [01]
Year built:1981
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:Concrete [1]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: March 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:800 [as of 2015]
Truck traffic:9% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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 the assessed or calculated scour condition. [8]
Operating rating:71.3 tons [64.8 metric tons]
Inventory rating:42.6 tons [38.7 metric tons]
Sufficiency rating:86.5

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
March 201686.5GoodGoodGoodVery Good-800
March 201486.4GoodGoodGoodVery Good-810
March 201286.4GoodGoodGoodVery Good-820
May 201086.4GoodGoodGoodVery Good-820
June 200886.4GoodGoodGoodVery Good-820
March 200686.6GoodGoodGoodVery Good-790
July 200386.4GoodGoodGoodVery Good-820
July 200186.3GoodGoodGoodVery Good-830
August 199991.9GoodGoodGoodVery Good-336
August 199791.9GoodGoodGoodVery Good-336
August 199591.8GoodGoodGoodVery Good-339