+30.79210, -89.81761
30°47'32" N, 89°49'03" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:SR 26 over PEARL RIVER
Structure number:310002605500000
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:140.1 ft. [42.7 m]
Total length:3222.3 ft. [982.1 m]
Roadway width between curbs:44.0 ft. [13.4 m]
Deck width edge-to-edge:46.9 ft. [14.3 m]
Owner:State Highway Agency [01]
Year built:1998
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 continuous [6]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: November 2014 

Status:Open, no restriction [A]
Average daily traffic:4,500 [as of 2013]
Truck traffic:10% of total traffic
Deck condition:Very Good [8 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:Better than present minimum criteria [7]
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:42.2 tons [38.4 metric tons]
Sufficiency rating:95.9

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
November 201495.9Not deficientVery GoodGoodGood4500
November 201295.9Not deficientVery GoodGoodGood4500
November 201095.4Not deficientVery GoodGoodGood5500
July 200997.3Not deficientVery GoodGoodGood5700
December 200897.3Not deficientVery GoodGoodVery Good5700
January 200797.3Not deficientVery GoodGoodVery Good5700
February 200597.6Not deficientVery GoodVery GoodVery Good5200
February 200397.8Not deficientVery GoodVery GoodVery Good4800
February 200197.6Not deficientVery GoodVery GoodVery Good5200
February 199997.6Not deficientVery GoodVery GoodVery Good5200
September 19966.0Structurally deficientPoorSeriousPoor4400
May 19935.0Structurally deficientSatisfactorySeriousFair3990
August 199212.2Structurally deficientGoodPoorFair3990
July 199119.7Structurally deficientGoodPoorFair3990