+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:611700130501284
Purpose:Carries highway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:20.0 ft. [6.1 m]
Total length:160.1 ft. [48.8 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:29.9 ft. [9.1 m]
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: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 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:Good [7 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:48.5 tons [44.1 metric tons]
Inventory rating:29.7 tons [27.0 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:73.5
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. ratingEvaluationDeckSuper.Sub.ADT
July 201473.5Functionally obsoleteSatisfactorySatisfactoryGood3090
July 201273.5Functionally obsoleteSatisfactorySatisfactoryGood3240
July 201076.6Functionally obsoleteGoodGoodGood2870
July 200876.6Functionally obsoleteVery GoodVery GoodGood2870
July 200673.5Functionally obsoleteSatisfactoryGoodVery Good3040
July 200473.5Functionally obsoleteSatisfactoryGoodVery Good2950
July 200273.5Functionally obsoleteSatisfactoryVery GoodVery Good2950
July 200073.5Functionally obsoleteSatisfactoryVery GoodVery Good3012
July 199875.6Functionally obsoleteSatisfactoryVery GoodVery Good2766
July 199675.6Functionally obsoleteSatisfactoryVery GoodVery Good2766
July 199475.5Functionally obsoleteSatisfactoryVery GoodVery Good3764
July 199275.6Functionally obsoleteSatisfactoryVery GoodVery Good2961
July 199075.6Functionally obsoleteSatisfactoryVery GoodVery Good2961