+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 2014 

Status:Open, no restriction [A]
Average daily traffic:3,090 [as of 2014]
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:Equal to present minimum criteria [6]
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:57.4 tons [52.2 metric tons]
Inventory rating:34.7 tons [31.5 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:77.4
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. ratingEvaluationDeckSuper.Sub.ADT
July 201477.4Functionally obsoleteSatisfactorySatisfactorySatisfactory3090
July 201277.3Functionally obsoleteSatisfactorySatisfactorySatisfactory3240
July 201080.4Functionally obsoleteGoodGoodGood2870
July 200880.4Functionally obsoleteVery GoodGoodGood2870
July 200679.4Functionally obsoleteSatisfactoryVery GoodVery Good3040
July 200479.4Functionally obsoleteSatisfactoryVery GoodVery Good2950
July 200279.4Functionally obsoleteGoodVery GoodVery Good2950
July 200079.4Functionally obsoleteGoodVery GoodVery Good3012
July 199879.4Functionally obsoleteGoodVery GoodVery Good2766
July 199679.4Functionally obsoleteGoodVery GoodVery Good2766
July 199479.4Functionally obsoleteGoodVery GoodVery Good3764
July 199279.4Functionally obsoleteGoodVery GoodVery Good2961
July 199079.4Functionally obsoleteGoodVery GoodVery Good2961