+32.44196, -89.74586
32°26'31" N, 89°44'45" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Structure number:310048106203170
Location:8.0 MI N SR 13
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:40.0 ft. [12.2 m]
Total length:120.1 ft. [36.6 m]
Roadway width between curbs:25.9 ft. [7.9 m]
Deck width edge-to-edge:30.5 ft. [9.3 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 13.5 / HS 15 [3]
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]

Latest Available Inspection: December 2016 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:2,000 [as of 2014]
Truck traffic:3% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Better than present minimum criteria [7]
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:Countermeasures have been installed to mitigate an existing problem with scour. [7]
Operating rating:54.0 tons [49.1 metric tons]
Inventory rating:49.3 tons [44.8 metric tons]
Sufficiency rating:75.2
Recommended work:Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:$300,000,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
December 201675.2GoodVery GoodVery GoodVery Good-2000
December 201475.6GoodVery GoodVery GoodVery Good-1800
December 201276.0GoodVery GoodVery GoodVery Good-1600
December 201076.0GoodVery GoodVery GoodVery Good-1600
November 200877.1GoodVery GoodVery GoodVery Good-1500
November 200679.1GoodVery GoodVery GoodVery Good-1500
January 200579.5GoodVery GoodVery GoodVery Good-1300
February 200379.7GoodVery GoodVery GoodVery Good-1200
January 200181.3GoodVery GoodVery GoodVery Good-900
January 199981.3GoodVery GoodVery GoodVery Good-900
April 199781.3GoodVery GoodVery GoodVery Good-900
April 199573.7GoodVery GoodVery GoodVery Good-850
August 199368.9GoodVery GoodVery GoodVery Good-1210
October 199168.9GoodVery GoodVery GoodVery Good-1210
November 198968.9GoodVery GoodVery GoodVery Good-1210