+30.45623, -91.07498
30°27'22" N, 91°04'30" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:US0190 over JONES CREEK
Structure number:611700130501283
Purpose:Carries highway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:20.0 ft. [6.1 m]
Total length:200.1 ft. [61.0 m]
Roadway width between curbs:24.3 ft. [7.4 m]
Deck width edge-to-edge:29.5 ft. [9.0 m]
Skew angle:60°
Owner:State Highway Agency [01]
Year built:1961
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:10
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:3,100 [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:Satisfactory [6 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Equal to present desirable criteria [8]
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:29.9 tons [27.2 metric tons]
Inventory rating:23.2 tons [21.1 metric tons]
Sufficiency rating:64.2
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$897,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
July 201664.2FairSatisfactorySatisfactorySatisfactoryFO3100
July 201477.4FairSatisfactorySatisfactorySatisfactoryFO3090
July 201277.3FairSatisfactorySatisfactorySatisfactoryFO3240
July 201080.4GoodGoodGoodGoodFO2870
July 200880.4GoodVery GoodGoodGoodFO2870
July 200679.4FairSatisfactoryVery GoodVery GoodFO3040
July 200479.4FairSatisfactoryVery GoodVery GoodFO2950
July 200279.4GoodGoodVery GoodVery GoodFO2950
July 200079.4GoodGoodVery GoodVery GoodFO3012
July 199879.4GoodGoodVery GoodVery GoodFO2766
July 199679.4GoodGoodVery GoodVery GoodFO2766
July 199479.4GoodGoodVery GoodVery GoodFO3764
July 199279.4GoodGoodVery GoodVery GoodFO2961
July 199079.4GoodGoodVery GoodVery GoodFO2961