+32.46294, -89.55888
32°27'47" N, 89°33'32" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Structure number:SA6200000000079
Location:SEC 10 T 7N R 7E B
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:19.0 ft. [5.8 m]
Total length:57.7 ft. [17.6 m]
Roadway width between curbs:23.0 ft. [7.0 m]
Deck width edge-to-edge:24.6 ft. [7.5 m]
Owner:County Highway Agency [02]
Year built:1996
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Number of main spans:3
Main spans material:Concrete [1]
Main spans design:Channel beam [22]
Deck type:Concrete Precast Panels [2]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: December 2015 

Status:Open, no restriction [A]
Average daily traffic:780 [as of 2012]
Truck traffic:8% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 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 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 with "unknown" foundation that has not been evaluated for scour. [U]
Operating rating:64.9 tons [59.0 metric tons]
Inventory rating:38.8 tons [35.3 metric tons]
Sufficiency rating:80.8
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$300,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
December 201580.8Not deficientGoodGoodGood780
December 201380.8Not deficientGoodGoodGood780
December 201159.2Not deficientGoodGoodGood780
December 200959.2Not deficientVery GoodVery GoodVery Good780
January 200859.2Not deficientVery GoodVery GoodVery Good780
October 200559.2Not deficientVery GoodVery GoodVery Good840
December 200362.2Not deficientVery GoodVery GoodVery Good740
December 200162.2Not deficientVery GoodVery GoodVery Good740
December 199962.2Not deficientVery GoodVery GoodVery Good700
November 199762.2Not deficientVery GoodVery GoodVery Good700
December 199524.2Structurally deficientGoodSatisfactoryPoor700