+30.45611, -91.07484
30°27'22" N, 91°04'29" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:US0190 over JONES CREEK
Structure number:611700130501282
Purpose:Carries highway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:20.0 ft. [6.1 m]
Total length:160.1 ft. [48.8 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:35.4 ft. [10.8 m]
Skew angle:60°
Owner:State Highway Agency [01]
Year built:1958
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:8
Main spans material:Concrete [1]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: July 2016 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:18,600 [as of 2015]
Truck traffic:6% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Better than present minimum criteria [7]
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]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:48.8 tons [44.4 metric tons]
Inventory rating:29.9 tons [27.2 metric tons]
Sufficiency rating:71.8
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$741,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
July 201671.8FairSatisfactorySatisfactoryGoodFO18600
July 201471.5FairSatisfactorySatisfactoryGoodFO18540
July 201271.4GoodGoodGoodGoodFO19440
July 201074.7GoodGoodGoodGoodFO17220
July 200874.7GoodGoodVery GoodVery GoodFO17220
July 200673.6GoodGoodGoodVery GoodFO18240
July 200473.6GoodGoodGoodVery GoodFO17700
July 200273.6GoodGoodVery GoodVery GoodFO17700
July 200173.6GoodGoodVery GoodVery GoodFO17700
July 200073.6GoodGoodVery GoodVery GoodFO18074
July 199874.8GoodGoodVery GoodVery GoodFO16597
July 199674.8GoodGoodVery GoodVery GoodFO16597
July 199474.6GoodGoodVery GoodVery GoodFO22587
July 199275.1FairSatisfactoryVery GoodVery GoodFO17767
July 199075.1FairSatisfactoryVery GoodVery GoodFO17767