+32.49759, -89.75718
32°29'51" N, 89°45'26" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Structure number:SA6200000000099
Location:SEC 35 T 8N R 5E B
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:19.0 ft. [5.8 m]
Total length:95.1 ft. [29.0 m]
Roadway width between curbs:23.3 ft. [7.1 m]
Deck width edge-to-edge:24.6 ft. [7.5 m]
Owner:County Highway Agency [02]
Year built:1994
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:5
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:220 [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:91.9
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$360,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
December 201591.9Not deficientGoodGoodGood220
December 201389.9Not deficientGoodGoodGood220
December 201169.5Not deficientGoodGoodGood220
December 200968.5Not deficientVery GoodVery GoodVery Good220
January 200868.5Not deficientVery GoodVery GoodVery Good220
October 200563.9Not deficientVery GoodVery GoodVery Good290
December 200363.9Not deficientVery GoodVery GoodVery Good290
December 200163.9Not deficientVery GoodVery GoodVery Good290
December 199963.9Not deficientVery GoodVery GoodVery Good290
December 199764.9Not deficientVery GoodVery GoodVery Good290
December 199564.9Not deficientVery GoodVery GoodVery Good290