LA0525 over CREEK


+32.39105, -93.82135
32°23'28" N, 93°49'17" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:LA0525 over CREEK
Structure number:040900970119211
Location:0.61 MI. E OF US 171
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:20.0 ft. [6.1 m]
Total length:100.1 ft. [30.5 m]
Roadway width between curbs:70.5 ft. [21.5 m]
Deck width edge-to-edge:85.0 ft. [25.9 m]
Skew angle:75°
Owner:State Highway Agency [01]
Year built:2003
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
Number of main spans:5
Main spans material:Concrete [1]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: February 2017 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:10,500 [as of 2015]
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:Superior to present desirable criteria [9]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
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:50.9 tons [46.3 metric tons]
Inventory rating:39.2 tons [35.6 metric tons]
Sufficiency rating:82.0

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
February 201782.0GoodGoodGoodGood-10500
February 201582.0GoodGoodGoodGood-11000
February 201382.0GoodGoodVery GoodVery Good-10700
February 201185.0GoodVery GoodVery GoodVery Good-9800
January 200985.0GoodVery GoodVery GoodVery Good-9800
February 200785.0GoodVery GoodVery GoodVery Good-8300
January 200585.0GoodVery GoodVery GoodVery Good-11600
November 200385.0GoodVery GoodVery GoodVery Good-11300