+30.53553, -91.08129
30°32'08" N, 91°04'53" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Structure number:611702550203932
Purpose:Carries highway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:49.9 ft. [15.2 m]
Total length:149.9 ft. [45.7 m]
Roadway width between curbs:34.1 ft. [10.4 m]
Deck width edge-to-edge:46.6 ft. [14.2 m]
Owner:State Highway Agency [01]
Year built:1984
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:3
Main spans material:Prestressed concrete [5]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: April 2016 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:10,920 [as of 2015]
Truck traffic:9% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:75.8 tons [68.9 metric tons]
Inventory rating:44.9 tons [40.8 metric tons]
Sufficiency rating:91.3

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
April 201691.3GoodGoodGoodVery Good-10920
April 201491.3GoodGoodGoodVery Good-10920
April 201291.4GoodGoodGoodVery Good-10740
March 201091.2GoodVery GoodVery GoodVery Good-11580
March 200891.2GoodGoodVery GoodVery Good-11520
March 200691.2GoodGoodVery GoodVery Good-11640
March 200491.2GoodGoodVery GoodVery Good-11580
March 200291.4GoodVery GoodVery GoodVery Good-10506
March 200091.4GoodVery GoodVery GoodVery Good-10261
March 199891.4GoodVery GoodVery GoodVery Good-10261
March 199691.4GoodVery GoodVery GoodVery Good-10569
March 199491.5GoodVery GoodVery GoodVery Good-8872
March 199291.6GoodVery GoodVery GoodVery Good-8643